schedule wise qtys upto rab - 41

Name of the Client Rail Vikas Nigam Limited, Secunderabad

Name of the Consultant aarvee associates architects engineers & consultants pvt. Ltd., Hyderabad

Name of the Executing Agency M/s. Simplex Infrastructures Limited, Kolkata

Schedule No. Description of Item As per agreement As per execution NS ItemsDifference

Excess (+)

1 205,161,958.15 300,935,205.06 6,388,337.40 95773246.91

2 439,055,064.17 470,126,049.98 12,046,788.28 31070985.81

3 237,692,999.45 180,233,029.00 58,023,200.58 0.00

4A 523,431,286.50 475,597,100.36 1,580,000.00 0.00

4B 207,072,380.43 183,089,009.47 12,210,720.55 0.00

5 58,856,925.89 35,765,301.99 9,970,819.83 0.00

6 25,206,361.76 30,435,612.00 1,147,449.00 5229250.24

7 10,930,820.51 2,231,089.82 0.00

Total: 1,707,407,796.84 1,678,412,397.68 101,367,315.65

Name of the work : Earth work in formation, Construction of Bridges, Service and Residential Buildings, Installation of Track, Remodeling of Station Yards, Electrical works and other miscellaneous works along with testing and commissioning, including supply of all materials except Rails, PSC Sleepers, CMS Crossings and Thick Web Switches in connection with Patch Doubling of Gooty – Pullampet Section.

Earth work and side drains.

Bridges

Buildings, Platforms, Roads, Watersupply and Drainage, FOBs and COPs etc.

P. WAY - Supply

P. WAY - Laying

General Electrical Works

Site Facilities

Day Work Rates

Rail Vikas Nigam Limited, Secunderabad

aarvee associates architects engineers & consultants pvt. Ltd., Hyderabad

M/s. Simplex Infrastructures Limited, Kolkata

Difference

Savings (-)

0.00

0.00

57459970.45

47834186.14

23983370.96

23091623.90

0.00

8699730.69

Name of the work : Earth work in formation, Construction of Bridges, Service and Residential Buildings, Installation of Track, Remodeling of Station Yards, Electrical works and other miscellaneous works along with testing and commissioning, including supply of all materials except Rails, PSC Sleepers, CMS Crossings and Thick Web Switches in


Name of the Consultant aarvee associates architects engineers & consultants pvt. Ltd., Hyderabad

Name of the Executing Agency

Schedule No. Description of Item As per execution NS ItemsDifference

Excess (+) Savings (-)

1 56,569,870.00 55,504,970.72 5,419,210.00 0.00 1,064,899.28

2 41,175,000.00 48,760,106.00 7,585,106.00 0.00

3 16,800,000.00 20,572,251.56 3,772,251.56 0.00

Total: 114,544,870.00 124,837,328.28 5,419,210.00

Name of the work : Earth work in formation, Construction of Bridges, Service and Residential Buildings, Installation of Track, Remodeling of Station Yards, Electrical works and other miscellaneous works along with testing and commissioning, including supp

M/s. MEC-CC (JV), M/s. Mallikharjuna Engg. Constructions, #209, Sai Sadan Apartments, SR Nagar, HYDERABAD - 38

As per agreement

Bridge works excludng cement and steel

Supply of Reinfrocement Steel

Supply of Cement


Name of the Consultant

Name of the Executing Agency

Schedule No. Description of ItemDifference


1 35,024,000.00 14,257,144.00 0 20766856

2 30,420,000.00 30,765,696.00 345696 0

3 22,740,600.00 14,788,272.16 0 7952327.839

Total: 88,184,600.00 59,811,112.16


aarvee associates architects engineers & consultants pvt. Ltd., Hyderabad

M/s. Vishnu Construction and Company, #12-7-133/81/2, Raghavendra Nagar, Kukatpally, HYDERABAD - 500 072.

As per agreement

As per execution

Fabrication Steel

Kirby Type Shelters

Other miscellaneous civil works

SCHEDULE - 1 EARTHWORK AND SIDE DRAINS

Item No. Description of Item Unit RateAs per BOQ As executed Difference Remarks

Quantity Amount Quantity Amount Excess (+) Savings (-)

1001 Sqm 2.00 1045000 2,090,000.00 1183501.81 2,367,003.62 277,003.62 0.00

1002 cum 92.00 637250 58,627,000.00 796562.50 73,283,750.00 14,656,750.00 0.00

1003

(i) In all classes of soil, excluding rock. Cum 70.00 58960 4,127,200.00 120290.524 8,420,336.68 4,293,136.68 0.00

(ii) In rock not requiring blasting. Cum 139.00 5000 695,000.00 360.52 50,112.28 0.00 644,887.72

(iii) Cum 276.00 9740 2,688,240.00 0 0.00 0.00 2,688,240.00

1004 Cum 210.00 493600 103,656,000.00 617000.001 129,570,000.21 25,914,000.21 0.00

1005 Cum 10.00 637250 6,372,500.00 1030263.818 10,302,638.18 3,930,138.18 0.00

1006 cum 555.00 12995 7,212,225.00 0 0.00 0.00 7,212,225.00

1007 Sqm 79.00 56500 4,463,500.00 0 0.00 0.00 4,463,500.00

1008 cum 521.00 9000 4,689,000.00 0 0.00 0.00 4,689,000.00


Clearing jungle including uprooting of rank vegetation, grass brush wood, cactus, scrub, bushes, hedges, trees and …….

Earthwork in filling in embankment, with the approved quality earth (other than expansive soils) excavated from outside railway land, to be entirely arranged by the contractor at his own cost, for all lead, lifts, …..

Earthwork in cutting to be met with the formation, trolley refuges, side drains, catch water drains etc.…….

In rock requiring blasting but by chiselling instead of blasting.(Blasting prohibited)Providing and laying blanketting materials over new/old embankment/cutting and compaction by vibratory soil compactor of 10.0 tonne or more capacity of layer 30 cm thick ……………

Extra for heavy mechanical compaction of earth/blanket materials with contractor's vibratory soil compactors/rollers of 10 tonnes and above capacity……………….

Stone pitching with stones of weight not less than 15 Kg on slopes inclusive of filter on approach embankment in khadir banks.

Extra for grouting the joints upto min.20 cm depth with cement mortar 1:6 (1cement : 6 mortar)

Boulder filling behind toe wall/retaining wall/breast wall and in protection work with stones of sizes varying from 10 cm to 25 cm.



1009 Cum 1,894.00 2040 3,863,760.00 865.321 1,638,917.97 0.00 2,224,842.03

1010 Cum 1,310.00 5168 6,770,080.00 1723.324 2,257,554.44 0.00 4,512,525.56

1011 Cum 90.00 31620 2,845,800.00 6749.149 607,423.41 0.00 2,238,376.59

1012 MT 38,681.00 2.45 94,768.45 0 0.00 0.00 94,768.45

1013 Cum 5,087.00 49 249,263.00 0 0.00 0.00 249,263.00

1014 sqm 11.00 352500 3,877,500.00 0 0.00 0.00 3,877,500.00

1015 Cum 539.00 7800 4,204,200.00 0 0.00 0.00 4,204,200.00

1016 RM 92.00 150000 13,800,000.00 124067.6 11,414,219.20 0.00 2,385,780.80

1017 Each 617.00 1080 666,360.00 1014 625,638.00 0.00 40,722.00

Total: 230,992,396 240,537,594

Less 11.182376% 25,830,438 26,897,818

Total: 205,161,958 213,639,776

Cement concrete 1:3:6 mix in foundations and under floors with 40mm graded hard stone aggregate of approved quantity including…..

Uncoursed rubble masonry in foundations and plinth to any width and substructure in cement mortor 1:6 …

Plastering over UCRS masonry / concrete / brick walls 20 mm thick in 2 coats and sponge finished to internal surfaces 8 mm thick with CM 1: 3 over a base coat of 12 mm thick in CM 1:6 with …

Providing steel reinforcement with contractor's MS/Tor steel bars in retaining wall, raft founds, column footings, Grade beams, plinth beams, columns, main beam, subsidiary beams, lintels, fins drops, chajjas, roof slabs, stair case, louvers, parapet, railings etc......

Providing and fixing in position reinforced cement concrete pre-cast units with cement concrete 1:2:4…………

Turfing with sods, 10 cm thick and 20 cm square closely laid with all contractor's materials, including dressing and watering as required until properly rooted ……..

Dry Rubble stone masonry (Second Sort) with hard stone in toe wall including the cost of all materials, labour lead, lift, tools, plants ….

Safety fencing - Providing and fixing 1.5m high fencing with 2.1m long bulli (casurina) posts 250 - 300 mm girth at 3m centre to centre with 2.5mm GI barbed wire .....

Providing and fixing precast RCC Hectometer posts of cement concrete M20 grade using 20 mm graded hard stone aggregate of approved quality, at various locations along the alignment……



Quantities beyond 25% of BOQ or 0.25% of Agmt value.

1002 Beyond 25% of BOQ cum 125.00 303438 37,929,750.00 303437.5 37,929,687.50 0.00 62.50

1002 80% payment beyond variation Qty cum 125.00 8940.372 894,037.20

1004 Beyond 25% of BOQ Cum 250.00 183000 45,750,000.00 183000 45,948,217.15 198,217.15 0.00

1004 80% payment beyond variation Qty Cum 250.00 12617.437 2,523,487.40

Total 87,295,429.25

Grand Total 300,935,205.06

NS Items

NS1/1 Cum 465.00 14000 6,510,000.00 13738.36 6,388,337.40 0.00 121,662.60

Total: 6,388,337

Due to rev of grades in the yards , extensin of yards &increasing track centres between HX-MOO, KDP-RLO.

Due to rev of grades in the yards , extensin of yards &increasing track centres between HX-MOO, KDP-RLO.

Breaking of large scale boulders that are not capable of being handled by JCBs by adopting controlled blasting method by the side of the existing track in the proposed alignment between JUR-VML using contractor’s drilling equipments, explosives, labour, t

As the large size boulders which can not be handled by JCB directily in VML-JUR without breaking them into pieces and the same to be removed from site by doing controlled blasting.

SCHEDULE - 2 BRIDGES


Quantity Amount Quantity Amount Excess (+) Savings (-)2001 Cum 172.00 610 104,920.00 440.013 75,682.24 0.00 29,237.76

2002

(i) Lime mortar Cum 172.00 3050 524,600.00 5121.452 880,889.74 356,289.74 0.00(ii) Cement mortar Cum 274.00 300 82,200.00 3324.349 910,871.63 828,671.63 0.00

2003 Meter 42.00 200 8,400.00 0.000 0.00 0.00 8,400.00

2004 Tonne 411.00 170 69,870.00 1.030 423.33 0.00 69,446.67

2005

(i) Cum 70.00 42547 2,978,290.00 71032.412 4,972,268.84 1,993,978.84 0.00

(ii) Cum 139.00 5000 695,000.00 4512.516 627,239.72 0.00 67,760.28

(iii) Cum 276.00 8782 2,423,832.00 2669.732 736,846.03 0.00 1,686,985.97


Demolishing cement concrete of 1:3:6 or richer mix, including disposal of material up to a lead of 100m with all labour, tools and plants, equipments etc. complete….

Demolishing stone rubble masonry including stacking of serviceable material and disposal of unserviceable material within 100 meter lead with all labour, tools and plants, equipments etc. complete …..

Dismantling of 52 kg fish plated track including wooden / steel channel sleepers and guard rails on (28 x 6.71 m steel girder bridge) and dismembering and leading to nearest Railway station and stacking each member. ( Only track will be measured/). ……

Dismantling steel work in steel girder bridges upto spans of 10 meter and height upto 5 meter above bed level including dismembering and leading to nearest Railway station ……..

Earth work in excavation in foundation of abutments, wing walls, return walls, face wall, boxes, toe wall, dry stone flooring, drop wall, curtain wall and the like etc. including levelling, ramming ……………..

In all categories of soils soft/hard such as sand, clay, moorum with or without stones, boulders measuring under 0.03 cum

In rocks not requiring blasting which can be excavated by means of crow bars and close picking

In all kinds of rocks requiring blasting (blasting prohibited) by chiselling, wedge and hammering and any other approved means


Quantity Amount Quantity Amount Excess (+) Savings (-)(iv) Cum 83.00 920 76,360.00 12025.784 998,140.07 921,780.07 0.00

2006 Cum 1,894.00 1714 3,246,316.00 2943.485 5,574,960.59 2,328,644.59 0.00

2007 Cum 2,698.00 23485 63,362,530.00 28370.655 76,544,027.19 13,181,497.19 0.00

2008 Cum 3,102.00 14894 46,201,188.00 14440.479 44,794,365.86 0.00 1,406,822.14

2009 Cum 2,769.00 1484 4,109,196.00 571.448 1,582,339.51 0.00 2,526,856.49

2010 Cum 2,919.00 8466 24,712,254.00 10582.500 30,890,317.50 6,178,063.50 0.00

Extra over the rate of item No.(i), (ii) and (iii) above for wet excavation and if dewatering is done either manually or mechanically including bailing/pumping out water, where bunding / channeling provided for diverting water course with contractor's labour, tools, pumps, consumables with all leads and lifts etc., complete as directed by the Engineer.

Providing and laying Plain Cement Concrete 1 : 3 : 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate of 40 mm nominal size ) in levelling course below RCC box, abutments, wing walls, returns, Drop / Curtain wall …..

Providing and laying Design Mix Cement Concrete M25 grade (Cast - in - Situ) as per IRS Concrete Bridge Code using 40 mm graded crushed stone aggregate and coarse sand of approved quality in foundation of abutments, piers, wing walls, return walls, face walls and the like below bed level .....

Providing and laying Design Mix Cement Concrete M25 grade (Cast - in - Situ) as per IRS Concrete Bridge Code using 40 mm graded crushed stone aggregate and coarse sand of approved quality in abutments, piers, wing walls, return walls, face walls and the like above bed level .........

Providing and laying Design Mix Cement Concrete M25 grade (Cast - in - Situ) as per IRS Concrete Bridge Code using 12.50 mm /20 mm graded crushed stone aggregate and coarse sand of approved quality in wearing course on the bottom slab of box and in bed blocks .......

Providing and laying Design Mix Cement Concrete M30 grade (Cast - in - Situ) as per IRS Concrete Bridge Code using 20 mm graded crushed stone aggregate and coarse sand of approved quality in RCC works of RCC box bridge culverts including curtain walls,fins,face walls, parapet, ballast retainers, earth retaining structures ,raft foundation.........


Quantity Amount Quantity Amount Excess (+) Savings (-)2011 Cum 528.00 3807 2,010,096.00 1098.701 580,114.13 0.00 1,429,981.87

2012 Cum 225.00 10908 2,454,300.00 0.000 0.00 0.00 2,454,300.00

2013 Cum 528.00 2952 1,558,656.00 3088.450 1,630,701.60 72,045.60 0.00

2014 Cum 446.00 1475 657,850.00 0.000 0.00 0.00 657,850.00

2015 Cum 712.00 5779 4,114,648.00 1174.250 836,066.00 0.00 3,278,582.00

2016 RM 191.00 4289 819,199.00 3226.660 616,292.06 0.00 202,906.94

2017 RM 107.00 2888 309,016.00 70.350 7,527.45 0.00 301,488.55

2018 Cum 1,143.00 1993 2,277,999.00 1207.030 1,379,635.29 0.00 898,363.71

Providing and filling dry stone backing ie boulder / cobble filling behind abutments wing / return wall with stones not less than 15 cm in any direction and not less than 15 kgs each in weight ……….

Providing and filling backfill material consisting of granular materials of GW, GP, SW groups as per IS 1498-1970 in required profile behind boulder filling of abutments, wing walls / return walls above bed level ….

Providing 300 mm thick (average) dry stone pitching with boulders of not less than 30 kg each in weight, hand packed with surface leveled off to the correct section with hammer dressing as necessary or on the slopes of embankment including filling the gaps.....

Supply and laying of 150 mm thick well graded stone aggregate as filter material below pitching over the slopes of embankment including ………

Providing 300 mm thick (average) rough stone flooring with boulders of not less than 30 kg each in weight , hand packed with surface leveled off to the correct section with hammer dressing as necessary on the bed …………..

Providing and fixing of 100 mm dia PVC pipe in abutments, wing walls / return walls, face wall at suitable intervals including cutting, with all materials…..

Providing and fixing of 50 mm dia PVC pipe in parapet of box , in deck slabs, ballast retainers and the like including cutting with all materials……….

Random Rubble stone masonry (Second Sort) with hard stone in curtain / drop wall and steps for inspection path in cement mortar 1:6 …………….


Quantity Amount Quantity Amount Excess (+) Savings (-)2019 Cum 3,879.00 697 2,703,663.00 621.140 2,409,402.06 0.00 294,260.94

2020 Cum 4,716.00 1494 7,045,704.00 1355.260 6,391,406.16 0.00 654,297.84

2021 Cum 3,683.00 1160 4,272,280.00 575.068 2,117,975.44 0.00 2,154,304.56

2022 MT 38,681.00 2225 86,065,225.00 2224.852 86,059,500.21 0.00 5,724.79

2023

(i) Strands Tonne 109,600.00 47 5,151,200.00 99.524 10,907,830.40 5,756,630.40 0.00(ii) cables Tonne 109,600.00 41 4,493,600.00 0.000 0.00 0.00 4,493,600.00

2024 5.00 225000 1,125,000.00 272756.983 1,363,784.92 238,784.92 0.00

Providing and laying Design Mix Cement Concrete M 45 as per IRS Concrete Bridge Code using 20 mm graded crushed stone aggregate and coarse sand of approved quality in Pre cast Prestressed Concrete slabs upto 6.1m and of 6.10 / 6.285/6.58/6.735/7.435 m clear span (Pre Tensioned Type)...............

Providing and laying Design Mix Cement Concrete M 50 as per IRS Concrete Bridge Code using 20 mm graded crushed stone aggregate and coarse sand of approved quality in Precast Prestressed Concrete slab of 9.15/9.55m clear span ( POST TENSIONED TYPE)……….

Providing and laying Design Mix Cement Concrete of M30 grade as per IRS Concrete Bridge Code using 20 mm graded crushed stone aggregate and coarse sand of approved quality in precast RCC ballast retainers, cast in situ Trolly/Man refuges as per drawing ..........

Supply, decoiling, straightening, cutting, bending, placing of TMT bars conforming to IS 1786 : 1985 in position including provision of chairs where required for correct maintainence of lever arm and binding with treated soft GI wire of 16 gauge complete for all RCC works .........

Supply of Low relaxation high tensile steel strands / cables (Class II) conforming to IS 14268 of approved make including pre stressing the strands in positions with all accessories like wedges, etc. for stressing and de stressing operations, ……………….

Transportation of precast slabs from casting yard to various bridge locations where the slabs to be provided including loading, securing, leading and unloading with contractor's, vehicles, cranes, tools & plant, equipment & machinery,all leads, lifts and labour inclusive

Tonne-KM


Quantity Amount Quantity Amount Excess (+) Savings (-)2025

(i) 10,926.00 51 557,226.00 16.000 174,816.00 0.00 382,410.00

(ii) 15,892.00 56 889,952.00 47.000 746,924.00 0.00 143,028.00

2026 Sqm 44.00 15748 692,912.00 0.000 0.00 0.00 692,912.00

2027 1,511,358.00 21 31,738,518.00 25.000 37,783,950.00 6,045,432.00 0.00

2028 4,318,164.00 41 177,044,724.00 41.000 177,044,724.00

Launching and erection of pre cast Prestressed Concrete slabs unloaded near bridge site of following spans on a uniform bedding of cement and cast iron borings in the proportion of 1 : 1 on abutments and piers including the cost of materials, all labour, tools and plants, equipments, machinery including all leads lifts, multiple handlings as required complete for various spans as below

Upto 7.5 m clear span ( varying from 5.0 to 7.5m ) pre cast slab units including ballast retainers

Each span

9.15m to 9.55m clear span Pre cast slab units including ballast retainers

Each span

Applying two coats of coal tar or bitumen conforming to IS 3117 - 1965 on the top surface of deck slab of box and slab culverts after cleaning surface…….

Casting and launching of 18.8/19.3/19.805M clear span PSC girders including diaphrams, with/without cast in situ deck slab of overall width of 5.7M including side kerbs and 0.9M wide box type foot path on one side and ballast retainer on the other side in controlled concrete of approved mix with minimum crushing stregth of 45 N/Sq.mm................

Each span

Casting and launching of 39.6/40.7m clear span PSC box girders and 5.75 m, overall width of deck slab, with controlled concrete of not less than M45 grade including diaphrams, 1.05 m wide box type foot path with foot path slabs on one side and ballast retainer on the other side, treating the RCC deck with wearing coat of 75 mm thick at centre and 50mm at edges with M 25 grade cement concrete .......

Each span


Quantity Amount Quantity Amount Excess (+) Savings (-)2029

(i) 6.1 M Each Span 41,100.00 2 82,200.00 0.000 0.00 0.00 82,200.00(ii) 6.58M Each Span 43,840.00 1 43,840.00 0.000 0.00 0.00 43,840.00(iii) 6.71M Each Span 47,950.00 1 47,950.00 0.000 0.00 0.00 47,950.00(iv) 7.435M Each Span 51,375.00 1 51,375.00 0.000 0.00 0.00 51,375.00(v) 9.15 / 9.55 M Each Span 54,800.00 2 109,600.00 0.000 0.00 0.00 109,600.00(vi) 18.8/19.3/19.805 M Each Span 68,500.00 1 68,500.00 4.000 274,000.00 205,500.00 0.00(vii) 39.6M Each Span 137,000.00 1 137,000.00 0.000 0.00 0.00 137,000.00(viii) 40.7M Each Span 137,000.00 1 137,000.00 3.000 411,000.00 274,000.00 0.002030

(i) MT 54,800.00 12.75 698,700.00 0.527 28,879.60 0.00 669,820.40

(ii) Sqm 1,028.00 2100 2,158,800.00 1797.090 1,847,408.52 0.00 311,391.48

(iii) Each 20,550.00 68 1,397,400.00 74.000 1,520,700.00 123,300.00 0.00

(iv) Each 1,028.00 380 390,640.00 139.000 142,892.00 0.00 247,748.00

Testing of PSC box girders and deck slab of 1 span as per method of test and load specified in the design criteria including loading of deck with sand boxes and rails or any other suitable materials and repeating the test, if the recovery is less than 85% of the deflection within 24 hours of removal of the load with contractor's materials, labour, tools, plant and machinery, all leads and lifts etc., complete as directed by the Engineer-in-charge. Note: Multiple tests for each type, where ordered, will be at different locations as decided by Engineer.

Miscellaneous additional works to be carried out at various bridge locations confirming to the standard drawings and specifications approved

Fabrication and fixing of steel ladders at various bridge locations conforming to Grade 410 B of IS 2062 with 25mm dia GI pipe as steps including supply of structural steel ……………...

Providing and fixing hand railing with reinforced cement concrete M30 grade in panels of not more than 2 m clear with cast-in-situ intermediate and end posts with 3 horizontal members pre-cast/cast-in-situ as per drawings..

Providing Expansion joints in the deck slab and kerbs as per approved drawings including fabrication and fixing duly galvanizing all components ……..

Casting of Bridge number plaques in situ of overall size 750x720x400mm as per drawing in cement concrete 1:2:4 mix using 20 mm size graded hard stone of approved quality including finishing all the exposed surfaces smooth……


Quantity Amount Quantity Amount Excess (+) Savings (-)(v) Each 2,055.00 231 474,705.00 0.000 0.00 0.00 474,705.00

(vi) 1,370.00 190 260,300.00 82.000 112,340.00 0.00 147,960.00

2031 Meter 822.00 465 382,230.00 0.000 0.00 0.00 382,230.00

2032 Meter 1,028.00 200 205,600.00 0.000 0.00 0.00 205,600.00

2033 Each 754.00 180 135,720.00 0.000 0.00 0.00 135,720.00

2034

(i) Natural Moisture content test Each 137.00 315 43,155.00 1.000 137.00 0.00 43,018.00(ii) Natural dry density test Each 137.00 315 43,155.00 0.000 0.00 0.00 43,155.00(iii) Sieve analysis test Each 685.00 630 431,550.00 1.000 685.00 0.00 430,865.00(iv) Atterberg's limits test Each 822.00 630 517,860.00 1.000 822.00 0.00 517,038.00(v) Specific gravity test Each 206.00 30 6,180.00 0.000 0.00 0.00 6,180.00(vi) Direct shear test Each 1,233.00 215 265,095.00 0.000 0.00 0.00 265,095.00(vii) Triaxial shear(UU) test Each 1,918.00 100 191,800.00 1.000 1,918.00 0.00 189,882.00(viii) One dimension consolidation test Each 1,713.00 30 51,390.00 0.000 0.00 0.00 51,390.002035

(i) Specific gravity test Each 5480.00 130 712,400.00 0.000 0.00 0.00 712,400.00(ii) Unconfined compression test Each 5480.00 130 712,400.00 0.000 0.00 0.00 712,400.00

Total: 494,333,269 502,979,804Less 11.182376% 55,278,205 56,245,093

Total: 439,055,064 446,734,711Quantities beyond 25% of BOQ 0.00 0.00

Providing cast insitu plaques for inscribing the particaulars of the bridge foundation of size 45x45x5 cm as per Railway Way and Works Manual para 1007 (d) in cement concrete 1:2:4 ……………..

Painting the HFL and Danger level marks on bridge abutments and piers with contractot's enamel paint of specified colour as per standards in two coats over one coat of primer………….

Each Bridge

Drilling 150mm nominal diameter boreholes at various locations in all types of soil including laterite using suitable approved method of boring including chiseling, cleaning, providing casing pipe as required or …..

Drilling of Nx size bore hole (75mm diameter) in all type of rock including boulders and collection of core samples from bore-holes and preserving the core samples in wooden core boxes

Excavating trial pits at various locations of size specified by engineer up to 2.0m depth in all types of soils and 1.0m depth in weathered rock……….

Conducting various laboratory tests on Undistrubed / Distrubed soil samples collected from field at an approved laboratory including preparation of soil samples in accordance with relevant IS Specifications.

Conducting various laboratory tests on rock samples at an approved laboratory including preparation samples all complete inaccordance with relevant IS Specifications


Quantity Amount Quantity Amount Excess (+) Savings (-)2010 Cum 6368.00 3067.500 19,533,840.00 3156.888 20,103,062.78 569,222.78 0.00

Cum 6368.00 516.375 2,630,620.80 2,630,620.80 0.00

20% payment to be relesed 516.375 657,655.20Total 23,391,339

Grand Total 470,126,050

Providing and laying Design Mix Cement Concrete M30 grade (Cast - in - Situ) as per IRS Concrete Bridge Code using 20 mm graded crushed stone aggregate and coarse sand of approved quality in RCC works of RCC box bridge culverts including curtain walls,fins,face walls,parapet,ballast retainers,earth retaining structures ,raft foundation.........

This item is required both for minor and major bridges. The increase in the quantity is due to construction of bridges across no. of loops and sidings in the yards. In addition to this 10 bridges were extended in the yards between RJP-BKPT.

From RAB - 39 onwards qty to be paid @ 80% of rate


Quantity Amount Quantity Amount Excess (+) Savings (-)NS Item

NS2/1 Nos 3,435.00 60.000 206,100.00 60.000 206,100.00 0.00 0.00

NS2/2 Cum 439.00 700.000 307,300.00 761.115 334,129.49 26,829.48 0.00

NS2/3 Sqm. 535.00 1000.000 535,000.00 492.262 263,360.17 0.00 271,639.83

NS 2/4

Cum 6,100.00 400.000 2,440,000.00 484.278 2,954,095.80 514,095.80 0.00

NS 2/5 Sqm 191.00 1500.000 286,500.00 34.080 6,509.28 0.00 279,990.72

NS2/6 nos. 480.00 4000.000 1,920,000.00 105.000 50,400.00 0.00 1,869,600.00

NS2/7 Rm 2,376.00 500.000 1,188,000.00 172.000 408,672.00 0.00 779,328.00

Breaking of RCC pedestal on piers/abutments of Bridge No.579 by using machines/compressors with all contractor's labour, tools, tackle, power, fuel etc. complete and disposing off the broken material away from the bridge piers/abutments complete as direct

The existing pedestals on piers/abutmenets are required to be dismanteled to accommodate POT bearing instead of Neoprene bearing.

Filling sand in the foundation of bridge piers/abutments at a depth of 5 to 6 mts.below bed level including dewatering of the foundation, transportation of sand to site with all labour,materials, tools, machinery and equipment including royalty as direct

6 " dia and 1 meter deep sand piles to be provided for Br.598 at a depth of 5 mts. from bed level. As there is huge seapage and also the soil is slushy the foundation ternches filled with sand for a quantity of 1 mt.

Providing shoring for the bridges with all contractor's materials, labour, tools, machinery etc. to a depth of 4 to 5 mts. from bed level

The existing pedestals on piers/abutmenets are required to be dismanteled to accommodate POT bearing instead of Neoprene bearing.

i) Vertical spaces not more than 30 mts centresii) cavities to be filled with suitable filler material or sand bagsProviding and laying design mix cement concrete M35 as per IRS concrete bridge code using 20mm grade crushed stone aggregate and coarse sand approved quality for bed blocks of brdiges including machine batching, machine mixing, machine vibrating, curing

The RCC boxes and bed blocks for all major bridges in the project, M35 required to be used for which there is no provision in the BOQ.

Providing hand packed rough stone pitching of 30cm thick under bridge foundations.

The soil on which bridge 601 is found very poor and hence, boulder soling is required.

Drilling 40mm dia hole upto depth of 1500mm in rock strata and fixing with 25/32mm dia anchor rods with contractors' cement polomer material.

Required for anchoring the rock strata with bridge foundations.

Providing coffer dam in the running stream using sand bags including supply of sand filling the sand in the contractor's empty gunny bags tis with jute/GI wire and placing the sand bags in position on either side of the coffer dam of size top width 1.7 mt

Due to flash floods in the month of September, 08, the work on foundation of Bridge No. 550 could not be progressed and the water was not likely to be receded for another 2 to 3 months it was decided to take up the work by providing a coffer dam of suitable size.


Quantity Amount Quantity Amount Excess (+) Savings (-)NS2/8 Each 185.00 4400.000 814,000.00 2544.000 470,640.00 0.00 343,360.00

NS2/9 1MT 4,900.00 200.000 980,000.00 158.784 778,041.60 0.00 201,958.40

NS 2/10 Rmt 1250.00 1000.000 1,250,000.00 974.650 1,218,312.50 0.00 31,687.50

NS 2/11 Cum 5038.00 300.000 1,511,400.00 236.521 1,191,592.80 0.00 319,807.20

NS 2/12 Cum 6,910.00 110.00 760,100.00 47.820 330,436.20 0.00 429,663.80

NS 2/13 Cum 7,150.00 50.00 357,500.00 22.943 164,042.45 0.00 193,457.55

NS 2/14 Each 292.00 260.00 75,920.00 184.000 53,728.00 0.00 22,192.00

Drilling 40 mm holes in hard/soft rock to a depth 550 mmAnti-corrissive treatment to reinforcement steel by application of inhibited cement slurry by brushing at 12 to 24 hours intervals and sealing the cement coat against theingress of salts by brushing with ssealing solutions including necessary spot test re

The area is in the moderate zone and the reinforcement steel is required to be treated against corrissive for which there is no BOQ item

Providing and fixing hand railing on bridges RCC vertical posts at 1.20 mts. centers (M30 grade) of size 0.18x0.18x1.05 and 3 horizontal rows of GI pipe 40 mm dia including painting of vertical posts with white and GI pipe with black in two coats of ename

As per the bridge drawings GI hand railing to be provided for the following bridges with RCC vertical posts and 40 mm dia GI pipe.There is no BOQ item for this in the existing contract. (Bridge Nos.513, 533, 537, 598, 602, 624, 627, 693, 697, 713,717

RCC jacketing with design mix of M-25 grade in foundations, footings and substructures of piers, abutments, wings, returns etc. using well grade stone aggregate of 40 mm nominal size with contractors’ men, materials, tools, plants, machinery, leads and l

To accommodate UP Loop line at HX yardd Bridge No.505 and Br.506 to be exteded. The extended porition to be joined with the existing piers/abutments by doing RCC jacketing, for which there is no BOQ item in the existing contract.

Providing and laying design mix controlled concrete M-45 in RCC for bearing pedestals jack pedestal, earth quake restrainers under 18.8/19.2 Mts. clear span PSC box girders with all contractors men, material, tools and plants, shuttering, supporting etc.

In BOQ item 2027 casting and launching of 18.8/19.8 clear span PSC girders , provision has not been made bearing and jack pedestals. Hence, operated as NS item

Providing and laying design mix controlled concrete M-50 in RCC for bearing pedestals, jack pedestal, earth quake restrainers under 39.6/40.2 Mts. clear span PSC box girders with all contractors men, material, tools and plants, shuttering, supporting etc.

In BOQ item 2027 casting and launching of 39.6/40.7 clear span PSC girders , provision has not been made bearing and jack pedestals. Hence, operated as NS item

Providing and fixing in position 50mm dia drainage spout of required length without grating in RCC slab and filling gaps with concrete with contractor's pipe, tools, equipment, all lead and lifts etc. as per specifications.

As per drawings on PSC boxgirders of 18.8 and 40.2 Mts. span PSC girders drainage spouts are to be provided in the foot path slab. But there is no provision in the exiting BOQ. Hence, NS item is operated.


Quantity Amount Quantity Amount Excess (+) Savings (-)NS 2/15 Each 1,720.00 520.00 894,400.00 498.000 856,560.00 0.00 37,840.00

NS2/16 RMT 7,055.00 50.00 352,750.00 20.000 141,100.00 0.00 211,650.00

NS2/17 LS 605,000.00 1.00 605,000.00 1.000 605,000.00 0.00 0.00

NS2/18 Cum 2,000.00 465.00 930,000.00 465.402 930,804.00 804.00 0.00

NS2/19 Cum 1,400.00 773.00 1,082,200.00 773.760 1,083,264.00 1,064.00 0.00

Total: 36,030,010.00 12,046,788.28

Providing and fixing in position 100mm dia GI drainage spout of required length with grating in RCC slab and filling gaps with concrete with contractor's pipe, tools, equipment, all lead and lifts etc. as per specifications.

As per drawings on PSC boxgirders of 18.8 and 40.2 Mts. span PSC girders drainage spouts are to be provided in the deck slab. But there is no provision in the exiting BOQ. Hence, NS item is operated.

Supplying and laying 600 mm dia RCC hume pipe NP3 for pipe culverts, roads and platform including cost of transportation to site, laying the same to the required alignment and slope in required location and joining the same with all contractor's collars of suitable size including excavation 1 mt. below ground and laying PCC (1:3:6) for a thickness of 30 cms. with all contractors' material, cement, labour, tools, plant and machinery with all leads and lifts as directed by Engineer-in-charge.

For extension of existing platforms in the station yards and diversion of roads in connection with shifting of LCs the exisitng pipe culverts of 1 mt. dia in the track are to be extended to facilitate the provision of new platforms and there is no provision of extension of pipe culverts with hume pipe, hence operated as NS item

Dismantling of Piers and abutments of Bridge No.693 for lowering rail level by 1.50 mts. from its existing position by adopting safe and approved methods with all contractors' material, labour, tools, plant and machinery with all lead and lifts as directed by Engineer-in-charge

LC No.154 falls in RLL yard and originally it was proposed to shift the same to other location. For construction of Br.693 drawing was issued as per RITES L-Section. Subsequently, the shifting of LC was deffered, hence, rail levels of both proposed and existing tracks are to be matched at the LC which is within 30 mts. from the bridge, therefore, lowering of rail level on bridge is inevitable.

Extra over item no.2019 for providing and layilng design mix M-50 as per IRS Bridge Concrete code in 6.1 Mts. PSC slab with M-50 grade design mix including all lead and lifts as directed by the Engineer-in-Charge

Orignally the 6.1 mts. slabs are to be cast for MBG loaidng . Subsequntly it was changed HM loading because of which the casting bed including end blocks have been modified

Extra over Item No.2020 for laying design mix concrete M-50 as per IRS Bridge Code for casting 9.15 Mts. PSC pre-tensioned slabs for modification of the casting bed with all lead and lifts as directed by the Engineer-in-Charge

Orignally the 9.15 mts. slabs are to be cast for MBG loaidng . Subsequntly it was changed HM loading because of which the casting bed including end blocks have been modified

SCHEDULE - 3 BUILDINGS, PLATFORMS, ROADS, WATER SUPPLY AND DRAINAGE, FOBs & COPs ETC.,

Item No. Description of Item Unit RateAs per BOQ As executed

Quantity Amount Quantity Amount

3001 Cum 70.00 44030 3,082,100.00 48404.273 3,388,299.11

3002 Cum 2,067.00 20537 42,449,979.00 9508.572 19,654,218.32

3003 Cum 2,906.00 2794 8,119,364.00 1079.789 3,137,866.83

3004 Cum 2,918.00 227 662,386.00 1129.174 3,294,929.73

3005 Cum 2,906.00 3464 10,066,384.00 2310.858 6,715,353.35

3006 Cum 2,065.00 25471 52,597,615.00 21946.147 45,318,793.56

3007 Sqm 247.00 9755 2,409,485.00 2656.369 656,123.14

3008 Sqm 85.00 29251 2,486,335.00 5067.827 430,765.30

3009 Cum 3,125.00 1665 5,203,125.00 497.204 1,553,762.50

3010 Sqm 822.00 71 58,362.00 2476.255 2,035,481.61

3011 Sqm 754.00 936 705,744.00 890.308 671,292.23


Excavation for foundation of columns, pits, walls, trenches etc., in all types of soils except rock but including boulders under 0.03 Cu.M ..

Cement concrete 1:3:6 mix in foundations and under floors with 40mm graded hard stone aggregate of approved quantity……

Reinforced cement concrete M.25 grade for individual column footings, raft foundations etc., using 20mm graded hard granite stone aggregate…

Reinforced cement concrete M.30 grade for columns etc., for all floors using 20 mm graded hard granite stone aggregate ……

Reinforced cement concrete M.25 grade for Floor or roof slabs, cantilever slabs, sunk slabs, stair case slabs and chajjas,Lintels,tie,Floor beams etc., for all floors……

Brick work with II sort bricks in plinth and superstructure for all floors 230mm thick walls in CM 1:6 with contractor's O.P. cement ……

Brick work 115mm thick with II sort bricks, in superstructure for all floors in cement mortar 1:4 inclusive of cutting, straightening and placing two Nos. of Contractor's 6mm M.S. Rods at every fourth course ……..

Plastering over brick masonry walls RCC beams, columns, stair case, ceiling and portico etc., for all floors 20mm thick in two coats and sponge finished to internal surfaces and RCC column surfaces in between walls ……

Cement concrete M20 grade for kerbs, steps and risers, ramps and plinth protection,DPC, etc., for all floors with ……

Providing "Spartek/Naveen/ Regency" or equivalent brand ceramic tiles 6 to 8mm thick, 300mmx300mm and above in size of approved colour, design, pattern and size over the existing floor laid over a bed …………

Providing and fixing 6mm thick white/approved coloured glazed tiles in skirting and dado for all floors fixed on 10mm thick cement plaster 1:3 jointed ……



3012 1 Sqm 42.00 7554 317,268.00 59.545 2,500.89

3013 1 Cum 411.00 59 24,249.00 0 0.00

3014 Each 3,280.00 259 849,520.00 0 0.00

3015 1 Cum 1,644.00 12 19,728.00 2935 4,825,140.00

3016 1 Sqm 1,028.00 34 34,952.00 4709 4,840,852.00

3017 cum 61,650.00 1 61,650.00 0 0.00

3018 1 MT 50,795.00 278 14,121,010.00 350.811 17,819,454.90

3019 1 Sqm 192.00 8003 1,536,576.00 21.263 4,082.50

Painting to new wood work with 2 or more coats of ready mixed enamel paint of 1st quality of approved brand and shade over and including a base cost of wood primer ………….

Providing and laying soiling with brick bats by Hand packing for required Thickness including watering and ramming with all …..

Construction of man-holes of inside dimensions 800 x 800 mm up to 500 mm deep with 150 mm thick foundation concrete 1:4:8 mix (1 Cement; 4 Sand : 8 graded stone aggregate of 40mm. nominal size), 230 mm thick brick masonry walls in cement mortar 1:3 ……….

Uncoursed rubble masonry in foundations and plinth to any width and substructure in cement mortor 1:6 (using 1 cement, 6 sand) ….

Providing and laying Cement Concrete Anti-skid chequered tiles viz., or Duracrete or similar make of approved colour and size of approved quality and make in garden floors, steps and ramp etc., with requisite neat cement over ………

Providing wood work in frames of doors,windows,clearestory windows and other frames,wrought framed and fixed in position using country teak wood.

Supplying,fabricating and erecting welded / riveted / bolted steel work in built up sections, trusses, framed work using RSJs, angles, channels,plates, flats,bolts & nuts, gussets using contractor's own steel including cutting, hoisting, erecting, fixing in position............

Providing and fixing AC sheet in roofing, facias, fixed with galavanised iron J or L hook bolts and nuts 8mm dia , GI plain and bitumen washers , inclduign cutting and all wastages, complete on exisitng purlins, rafters and trusses using 6mm thick corrugated sheets using contractor's labour, materials, tools and plant, equipment etc., with all lead and lift complete as directed by the Engineer.



3020 1 Cum 88.00 274730 24,176,240.00 281858.035 24,803,507.08

3021 Each 2,055.00 250 513,750.00 0 0.00

3022 1 Sqm 377.00 14746 5,559,242.00 6084.037 2,293,681.95

3023 1 MT 7,535.00 86.29 650,195.15 0 0.00

3024 1 Cum 151.00 13960 2,107,960.00 0 0.00

3025 1 Cum 206.00 930 191,580.00 1746.416 359,761.70

3026 1 Cum 274.00 240 65,760.00 118.415 32,445.71

3027 1 Cum 137.00 3120 427,440.00 877.304 120,190.65

3028 1 MT 21.00 95.87 2,013.27 97.062 2,038.30

3029 1 Cum 62.00 22000 1,364,000.00 0 0.00

Earth work in filling with contractor's earth including all lead and lift in layers not exceeding 30cm in depth including compaction of each deposited layer rolling and watering to achieve the desired compaction as per the specifications

Manufacturing and supplying RCC benches with mosaic finishing similar to standard drawing. The rate include all contractor's material…….

Providing and laying water proofing treatment of 112 mm Av. Thickness consisting of 12 mm thick layer in C.M. 1:3 with water proofing compound @1 Kg/bag as base constructing and laying brick bat coba in C.M. 1:4 with water proofing compound………….

Fabricating and erecting welded / riveted / bolted steel work in built up sections, trusses, framed work using released materials like RSJs, angles, channels,plates, flats,bolts & nuts………

Dismantling waterbound macadam road including staking of serviceable materials and disposal of unserviceable of materials within 50m lead, using contractor's own materials, labour, consummables, tools and plant, equipment & machinery, scaffolding, all leads and lifts complete as per specifications and as directed by the Engineer.

Demolishing of cement concrete including disposal of materials within 50m lead 1:3:6 or richer mix. using contractor's own materials, labour, ….

Demolishing of reinforced cement concrete work including staking of steel bars and disposal of other unserviceable materials within 50m lead using …..

Demolishing of brick work including staking of serviceable materials and disposal of unserviceable materials within ……….

Dismantling of steel works in builtup sections in angles, Tees, flats, channels, joists,including all gusset plates, bolts, nuts, cutting rivets………

Preparation of sub grade by excavating earth to an average of 22.5cm depth,dressing to camber and consolidating with road roller i…………..



3030 1 Cum 11.00 22000 242,000.00 0 0.00

3031 1 Sqm 23.00 8980 206,540.00 0 0.00

3032 1 Sqm 90.00 8980 808,200.00 0 0.00

3033 1 Sqm 33.00 8980 296,340.00 0 0.00

3034 1MT 38,681.00 483.764 18,712,475.28 604.705 23,390,594.11

3035 1 Sqm 1,713.00 594 1,017,522.00 1403.104 2,403,517.15

3036 Each 103.00 990 101,970.00 2 206.00

3037 Each 137.00 210 28,770.00 8 1,096.00

3038 1 Sqm. 3.00 42921 128,763.00 21522.196 64,566.59

3039 1 Cum. 42.00 24906 1,046,052.00 25414.193 1,067,396.11

3040 1 Cum. 2,510.00 220 552,200.00 2135 5,358,850.00

3041 1 Sqm. 74.00 14910 1,103,340.00 854.825 63,257.05

3042 1 Sqm 57.00 120350 6,859,950.00 175.227 9,987.94

3043 1 Sqm 240.00 6791 1,629,840.00 94.215 22,611.60

3044 1 Sqm 124.00 1417 175,708.00 13.941 1,728.68

Extra for compaction of earth work in embankment under optimum moisture condition to give at least 95% of the maximum dry densitty (procotor density).

Providing and applying tack coat using hot straight run bitumen of grade 80/100 including heating the bitumen, spraying ……….

2.5cm premix carpet surfacing with 2.25cu.m and 1.12cu.m of stone chipping of 13.2 mm and 11.2 mm size respectively per ………..

Providing and laying seal coat of pre mixed fine aggregate (passing 2.36 mm and retained on 180 mm micron seive) with bitumen …………

Providing steel reinforcement with contractor's MS/Tor steel bars in retaining wall, raft founds, column footings, Grade beams, ………..

Providing and fixing 10mm thick acid and or alkali resistant tiles of approved make and colour using acid and or alkali resisting ………..

Providing and fixiing plasic down pipe for Wash basins/Kitchen sinks - 32mm dia

Providing and fixiing plasic down pipe for Wash basins/Kitchen sinks - 40mm diameter

Clearing wild growth including up-routing of grass, rank vegetation shrubs, bushes, sapplings and trees not exceeding 30cm. ……..

Filling surplus earth from foundations or Railway's earth moorum ashes or sand in trenches, plinth of floors in layers ……….

Providing and fixing inpostion upto floor two level reinforced cement concrete precast units with CC 1:2:4 …………..

25mm. thick cement concrete flooring with cement concrete M20 grade using stone aggregate of size 12.5mm. and ……………

25 mm thick cement concrete flooring 1:2:4 (1 cement, 2 sand and 4 graded stone aggregate of size 12.5 mm and below) laid over …………

40 mm thick red oxide flooring with under layer of 30 mm thick cement concrete 1:2:4 (1 cement, 2 sand and 4 graded stone ………..

Red oxide plaster skirting (upto 30 cm. height) with top layer of 5 mm thick plaster using 3.5 kg. of red oxide of iron 50 kg. of cement……..



3045 1 Sqm. 548.00 173 94,804.00 0 0.00

3046 1 M 1,069.00 820 876,580.00 0 0.00

3047 1 M 521.00 630 328,230.00 0 0.00

3048 1 M 110.00 820 90,200.00 0 0.00

3049 1 M. 62.00 4605 285,510.00 0 0.00

3050 Each 83.00 9846 817,218.00 0 0.00

3051 Each 48.00 2046 98,208.00 0 0.00

3052 Each 48.00 1023 49,104.00 0 0.00

3053 1 Sqm. 62.00 33922 2,103,164.00 6411.046 397,484.85

3054 1 Sqm. 55.00 28962 1,592,910.00 10036.461 552,005.36

3055 1 Sqm 62.00 43021 2,667,302.00 27656.068 1,714,676.22

3056 1 Sqm. 7.00 57365 401,555.00 11911.538 83,380.77

3057 1 Sqm. 11.00 37893 416,823.00 0 0.00

3058 1 Sqm. 11.00 204 2,244.00 0 0.00

Precast terrazo tiles 20mm. thick with black, white or black and white marble chips of sizes upto 6mm. laid in floors, landings and treads…

Providing and fixing valleys 900 mm nominal size in plain 1.6 mm thick GI sheet fixed with galvanised iron 'L' or 'J' hook bolts,nuts ………..

Providing and fixing plain GI sheet gutter 150 mm wide 450 mm overall semi circular with iron brackets 40 mm x 3 mm size bolts…

Providing ridges and hips in AC sheet roofing with galvanised iron 'J' or 'L' hook bolts and nuts 8mm. dia galvanised iron plain ……….

Providing and fixing on wall face asbestos cement rain water pipes of 100mm.dia.including jointing with spun yarn soaked ………..

Providing and fixing for AC pipes on wall plugs, standard holder bat clamps, comprising of two semi-circular halves of flat iron……….

Providing and fixing on wall face asbestos cement fixing for rain water pipes including jointing with spun yarn soaked in………

Providing and fixing on wall face asbestos cement fixing for rain water pipes including jointing with spun yarn soaked in …………..

12mm. thick cement plaster in single coat on fair side of brick/ concrete works etc., for interior plastering upto floor two level ……

12mm. thick cement plaster in single coat on fair side of brick/concrete works etc., for interior plastering upto floor two level……….

15mm. thick cement plaster on fair side of brick/concrete walls for interior plastering upto floor two level including arrises,………..

White washing with lime to give an even shade including thorough brooming of surface to remove all dirt, dust, mortar, drops, scales ……

Colour washing with lime to give an even shade including thorough brooming of surface to remove all dirt, dust, mortar drops, scales ….

Applying of one coat of primer of approved brand and manufacture on wall surfaces after throughly brushing surface …………



3059 1 Sqm. 14.00 204 2,856.00 0 0.00

3060 1 Sqm. 1,644.00 1432 2,354,208.00 84.861 139,511.48

3061 1 Sqm. 1,507.00 30 45,210.00 251.658 379,248.61

3062 1 Sqm. 1,028.00 2831 2,910,268.00 408.908 420,357.42

3063 Each 62.00 2437 151,094.00 85 5,270.00

3064

(a) 100mm Each 28.00 2909 81,452.00 778 21,784.00

(b) 200mm Each 32.00 1739 55,648.00 232 7,424.00

3065 Each 22.00 4420 97,240.00 784 17,248.00

3066 Each 29.00 2104 61,016.00 90 2,610.00

3067 Each 21.00 2254 47,334.00 68 1,428.00

3068 1 Sqm. 1,644.00 35 57,540.00 103.263 169,764.37

3069 1 Sqm 2,740.00 68 186,320.00 263.4 721,716.00

3070

(a) Fully shuttered glazed windows 1 Sqm. 1,644.00 1525 2,507,100.00 301.089 494,990.32

(b) Fixed glazed ventilators 1 Sqm. 1,370.00 991 1,357,670.00 100.187 137,256.19

Distempering with oil bound washable distemper of approved brand and manufacture and of required shade to give an even shade ………..

Providing and fixing partly panelled and partly glazed shutters 25mm. thick for cup boards etc., including butt hinges and screws …………

Providing and fixing fully glazed shutters 25mm. thick for cup boards etc., including butt hinges and screws and using 2 to 3 mm. thick glass ……

Providing and fixing flush door shutters solid core construction with frame of first class hard wood with cross band and face ……………

Providing and fixing sliding door bolts for use with padlock complete with screws etc., 300mm. size anodised aluminium clip/bolt type …….

Providing and fixing panel tower bolts of size complete with screws etc., with bolts bright finished and panel and socket stove ……………

Providing and fixing handles for shutters complete with screws etc., 125 mm. of anodised aluminium handles using ………..

Providing and fixing floor door stoppers of brass finished and complete with screws rubber cushion piece etc., for thickness of shutters 40 mm…

Providing and fixing complete for shutters angled type door stoppers fixed to shutters using contractor's materials,………..

Providing and fixing in position collapsible steel gates with 20 x 10 x 2 mm. vertical channel braced with 20 x 5mm. flat diagonals…………

Providing and fixing MS rolling shutters to IS standards Specification and approved quality made of 80 mm wide MS lathes …………..

Manufacturing and fixing to wall frames as required with lugs embedded in 15x10x10 cm in concrete blocks of 1:3:6 mix to ………….



3071 1 M 411.00 10446 4,293,306.00 4214.994 1,732,362.53

3072 1 Kg. 62.00 10090 625,580.00 0 0.00

3073 1 Kg. 44.00 58870 2,590,280.00 23255.643 1,023,248.29

3074 1 Sqm. 28.00 991 27,748.00 3218.071 90,105.99

3075

(a) 15mm 1 M 124.00 6020 746,480.00 519.49 64,416.76

(b) 20mm 1 M 151.00 7118 1,074,818.00 341.19 51,519.69

(c) 25mm 1 M 206.00 3984 820,704.00 2282.15 470,122.90

3076 1 litre 9.00 230800 2,077,200.00 10500 94,500.00

3077

(a) 75mm. 1 M 685.00 4903 3,358,555.00 0 0.00

(b) 100 mm. 1 M 959.00 1692 1,622,628.00 0 0.00

3078 Each 110.00 1260 138,600.00 0 0.00

3079

(a) 75 mm Each 247.00 420 103,740.00 0 0.00

(b) 100 mm Each 370.00 212 78,440.00 0 0.00

3080

(a) 75 mm Each 240.00 420 100,800.00 0 0.00

(b) 100 mm Each 343.00 212 72,716.00 0 0.00

Providing and fixing cold rolled framed 1.25 mm. thick steel hallow frames for doors and windows complete with fixing lugs, hinges ………….

Providing and fixing complete M.S holding down or anchor bolts, with nuts and washers using contractor's materials…………….

Providing and fixing to metal frames complete with beeding and including cutting, drilling/welding/revitting/bolting etc…………….

Painting two coats over existing priming coat on steel or other metal surfaces to give an even shade includidng cleaning…………

Providing and fixing to wall ceiling floor etc., galvanised mild steel tubes (medium grade) tube fittings clamps etc., including making ………..

Supplying, hoisting and fixing in position one piece polyethylene cylindrical water storage tanks of low density polyethylene………….

Providing and fixing sand cast socket and spigot soil waste pipe and ventilating pipes of nominal dia meter including jointing with lead …….

Providing and fixing CI holder bats including steel bolts to all CI pipes embedded in and including cement concrete block 100 x 100 x 100 mm of 1:2:4 mix …….

Providing and fixing sand cast iron fittings and accessies including jointing for pipes, Bends of any required degree with oval access ……….

Providing and fixing sand cast iron fittings and accessories including jointing for pipes plain bend of any required degree using ………



3081

(a) 75 mm Each 7.00 420 2,940.00 0 0.00

(b) 100 mm Each 10.00 212 2,120.00 0 0.00

3082 Each 411.00 634 260,574.00 5 2,055.00

3083 Each 137.00 1400 191,800.00 123 16,851.00

3084

(a) 15 mm Each 165.00 318 52,470.00 18 2,970.00

(b) 20 mm Each 220.00 210 46,200.00 0 0.00

3085

(a) 15 mm Each 185.00 656 121,360.00 13 2,405.00

(b) 25 mm Each 288.00 974 280,512.00 1 288.00

3086 Each 206.00 428 88,168.00 21 4,326.00

3087 Each 480.00 554 265,920.00 0 0.00

3088 Each 55.00 772 42,460.00 26 1,430.00

3089 Each 103.00 528 54,384.00 0 0.00

3090 Each 1,028.00 440 452,320.00 53 54,484.00

3091 Each 6,165.00 2 12,330.00 5 30,825.00

3092 Each 1,199.00 442 529,958.00 41 49,159.00

Providing and fixing MS stays and clamps for all CI pipes of nominal size using contractor's materials,labour,tools and ……….

Providing and fixing spun CI traps of self cleaning design with CI screwed down or hinged grating including cost of cutting and …………

Providing and fixing screw down high pressure, bib taps of nominal bore 15mm. Brass using contractor's materials,labour,tools ……………

Providing and fixing pillar taps, screw down high pressure with long screw shanks and back nuts, chromium plated, capstan head using …..

Providing and fixing stop valves of high pressure screw down, Gun metal of nominal diameter

Providing and fixing Nickle Chromium plated stop valves high pressure screw down, of nominal bore 15mm. brass using ……..

Providing and fixing horizontal plunger type brass ball volve, high pressure with plastic floats complete of nominal bored 25 mm……….

Providing and fixing unplasticised connection pipe, with brass unions of nominal bore 15 mm - 30 cm long using ……..

Providing and fixing Chromium plated brass waste plug for glazed ware sinks, basins etc., with long screwed shank and fly nut and……….

Providing and fixing Indian type water closet pan of long pattern 580mm nominal size white glazed including 'P' or 'S' tranp …………

Providing and fixing European type water closet with integral 'P' or 'S' trap including jointing of trap with soil pipe in cement mortar 1:1 ………..

Providing and fixing low level flushing cistern, complete, with C.I. or mild steel brackets and fittings such as valves, syphon, ……….



3093 Each 1,507.00 318 479,226.00 16 24,112.00

3094 Each 2,055.00 210 431,550.00 0 0.00

3095 Each 617.00 321 198,057.00 0 0.00

3096

(a) 32 mm Each 137.00 318 43,566.00 0 0.00

(b) 40 mm Each 172.00 210 36,120.00 0 0.00

3097 Each 28.00 2375 66,500.00 43 1,204.00

3098 Each 137.00 323 44,251.00 0 0.00

3099 Each 754.00 528 398,112.00 0 0.00

3100 Each 274.00 322 88,228.00 0 0.00

3101 Each 1,644.00 530 871,320.00 0 0.00

3102 1 Sqm 83.00 59692 4,954,436.00 14869.14 1,234,138.62

3103 1 Sqm 83.00 59692 4,954,436.00 10482.45 870,043.35

3104 1 Sqm 17.00 59692 1,014,764.00 11804.79 200,681.43

3105 1 Sqm 1,028.00 8 8,224.00 131.86 135,552.08

3106 1 Sqm 48.00 17782 853,536.00 2631.449 126,309.55

Providing and fixing wash basin with single tap hole, with C.I. or M.S. brackets painted white, complete including cutting holes ………..

Providing and fixing kitchen sinks, with C.I or M.S brackets painted white, complete including cutting holes in walls and …………

Providing and fixing standard fluted drain boards for sinks, with CI or MS bnrackets painted white, complete including cutting holes in walls ……..

Providing and fixing CP brass trap for wash basin and sinks using contractor's materials,labour,tools and plant………..

Providing and fixing 100mm cast iron grating for gully; Floor or Nahani traps using contractor's materials,labour,tools ……….

Providing and fixing shower rose with 15 or 20mm. inlet of 100mm. diameter, CP brass using contractor's materials,labour……….

Providing and fixing 600 x 450mm. size bevelled/rounded edge mirror of superior quality glass, mounted on ply wood ……….

Providing and fixing CP brass towel rail 20mm. nominal size, compete, with CP brass brackets fixed to wooden plugs with CP brass ….

Constructing brick masonry road gully chambers including cast iron gratings complete of chamber size 450 x 450 x 775 mm with ……….

Supplying and laying soling with properly hand packed stones, filling interstices with spalls, and consolidating with …………

Providing, stacking and spreading all in graded stone aggregate, of approved hard quality for light wearing surfaces levelling ……….

Providing, stacking and spreading moorun of approved quality for light wearing coat, levelling to required grade and camber, ……….

Supplying and fixing expanded metal to existing wood or steel members in partitions etc., complete weight of expanded metal ……..

Providing anti termite treatment for bottom and sides of excavation with chemical emulsion at the rate of 5 litres per one sqm…….



3107 1 Cum. 151.00 3505 529,255.00 1073.254 162,061.35

Total: 267,619,183 186,055,680

Less 11.182376% 29,926,183 20,805,446

Total: 237,692,999 165,250,234

Quantities beyond 25% of BOQ or 0.25% of Agmt value

3015

1 Cum 2200 0.00 68.550 150,810.00

3016

1 Sqm 1134 7500 8,505,000.00 3770.395 4,275,627.93

3034 MT 60000.00 200.00 12,000,000.00 162.065 7,779,120.00

3034 20% payment to be released MT 60000.00 162.065 1,944,780.00

3030 1 Cum. 5087.00 0.00 163.644 832,457.03

Total 14,982,795


NS Item

NS 3/1 RM 320.85 2000.00 641,700.00 210.000 67,378.50

NS 3/2 RM 320.59 1000.00 320,590.00 24.000 7,694.16

NS3/10 RMT 388.80 126.000 48,988.80 138.000 53,654.40

Supplying and stacking at specified locations on Railway's premises clean sand using contractor's materials, labour, tools and plant………

Uncoursed rubble masonry in foundations and plinth to any width and substructure in cement mortor 1:6 (using 1 cement, 6 sand) ….

Providing and laying Cement Concrete Anti-skid chequered tiles viz., or Duracrete or similar make of approved colour and size of approved quality and make in garden floors, steps and ramp etc., with requisite neat cement over ………

Providing steel reinforcement with contractor's MS/Tor steel bars in retaining wall, raft founds, column footings, Grade beams, ………..

Providing and fixing inpostion upto floor two level reinforced cement concrete precast units with CC 1:2:4 …………..

Boring for tube wells in all strata including use of casing pipes where required and removing the same after tube well is lowered and tested for borewell of nominal size (165 mm dia) to a maximum depth of 100 mters

Providing casing pipe for tube well as required including serration of pipe and joints couplers as required of nominal size (175 mm PVC)

Providing and laying and joining in trenches 65 mm dia galvanised MS tubes Grade-B including tube fittings, specials, etc. excluding earth work in trenches ( oswal or similar make)



NS3/11 Cum 253.51 39000.000 9,886,890.00 45006.515 11,409,601.62

NS3/12 a cum 249.00 10000.000 2,490,000.00 8626.263 2,147,939.49

NS3/12 b cum 270.00 7500.000 2,025,000.00 7271.820 1,963,391.40

NS3/13 Mtrs 2,009.00 145.000 291,305.00 145.000 291,305.00

NS 3/14 Cum 5,000.00 3950.000 19,750,000.00 2910.357 14,551,785.00

NS 3/15 Sqm. 275.00 10500.000 2,887,500.00 11728.787 3,225,416.43

NS 3/16 Sqm. 307.00 27000.000 8,289,000.00 16429.986 5,044,005.70

NS 3/17 Sqm. 337.00 13003.000 4,382,011.00 13318.139 4,488,212.84

Morrum filling for high level platform, with contractor's morrum bringing either by lorries, carts or any other means from outside railway land including excavation with all contractor's labour, tools, machinery, transport, lead, royalty etc.

Extra over BOQ item no.3006 for construction of platforms with RR Masonry with contractors' cement, labour, materials, tools, plant & machinery with all lead and lifts including crossing of tracks as per specifications and as directed by Engineer for low

Extra over BOQ item no.3006 for construction of platforms with RR Masonry with contractors' cement, labour, materials, tools, plant & machinery with all lead and lifts including crossing of tracks as per specifications and as directed by Engineer for high

Providing and laying in trenches CI flanged pipes with all accessossories as listed below

Vaccum dewatered cement concrete 100mm thick of M25 finished with screed board vibrator, vaccum dewatering process and finally finished by floating brooming ith wire brush etc., complete.Face lifting of station building on the exposed surfaces by making grooves, providing masonry bands, embossing projections and making ornamental designs as per the consultant’s design with contractor’s own material, scaffolding, tools, machines etc. including crossing of track wherever necessary.

Supply and provide approved quality of altek spray plastering on wall surfaces by scrapping and applying wall putti and finishing fine with one coat of wall primer and two coats of altek with all contractor’s material, labour, tools, plants, equipment, loading, unloading, transportation etc

Extra for Altek skim coat or Birla wall care for exterior surfaces at the rate of 1 1.5 Kg. per sqm.@ Rs. 20/-per Kg



NS 3/18 Sqm. 2,213.00 896.000 1,982,848.00 1234.794 2,732,599.12

NS 3/19 RM 596.20 125.000 74,525.00 24.400 14,547.28

NS 3/20 Sqm. 4,928.10 50.000 246,405.00 43.785 215,776.86

NS 3/21 Extra for providing glazing bars Sqm. 214.63 50.000 10,731.50 0.000 0.00

NS 3/22 Fixing in position aluminum door Sqm. 81.74 50.000 4,087.00 0.000 0.00

NS 3/23 Rmt 414.70 3500.000 1,451,450.00 2658.850 1,102,625.10

NS 3/24 Cum 323.00 7750.000 2,503,250.00 3191.647 1,030,901.98

Supplying and fixing vitrified vitreous tiles 10mm thick over 20 mm cement mortar 1:3 and joints mitered with suitable pigment with all contractor’s material, tools, plants, equipment, labour, taxes, loading, unloading, transportation complete including cement mortar as directed by engineer-in-charge.

Providing and fixing aluminum cold rolled frame.

Providing and fixing aluminum door shutters

Providing, laying and joining in trenches galvanised MS tubes (Medium grade) completed with tube fittings but excluding earth work in trench of nominal dia meter 50 mm dia.

Excavating the earth/morrum on the existing platforms manually to a depth of not more than 30 cms.without disturbing or damaging the structures on the platform like S&T location boxes, OHE masts,platform benches, water pedestals etc., loading the same int



NS 3/25 Rmt 498.00 600.000 298,800.00 531.230 264,552.54

NS 3/26 Cum 292.00 34000.000 9,928,000.00 19131.204 5,586,311.57

NS 3/27 RM 9,037.00 50.000 451,850.00 30.000 271,110.00

NS 3/28 Each 143.00 3000.000 429,000.00 2180.000 311,740.00

NS3/29

a. 50 mm RMT 114.00 150 17,100.00 0.000 0.00b. 75 mm RMT 120.00 500 60,000.00 185.760 22,291.20c. 110 mm RMT 216.00 2000 432,000.00 1587.970 343,001.52

Providing and fixing of MS pipe (Grade-B) 50mm dia on the roof of FOBs/COPs in aurlins as per drawing including fabrication, erection (including welding/bolting as necessary with required accesssories) and painting with aluminum paint in two coats over re

Providing and laying morrum in layers of 30 cms. compacting and rolling the same with 10 Ton rollers to get 98% MDD and dressing the slope to profile for roads and circulating areas with all leads and lifts contractor’s men, material, tools and plant etc. including royalty.

Supplying and laying 1000 mm dia RCC hume pipes (NP3) for pipe culverts under roads and platforms including cost of transportation to the site laying the same to the required alignment and slope at required locations and joining with contractor's collars of suitable size including excavation 1 mt. below ground level and laying PCC(1:3:6) for a thickness of 30 cms. with all contractor's material, cement, labour, tools, plant & machinery with all lead and lifts as directed engineer-incharge

Removing and shifting of released coping stones from dismantled platform and fixing the same in position on proposed platrform with contractors' men,material, plant& machinerys with all lead and lifts complete as directed by engineer-incharge

Providing and fixing on wall face unplasticised PVC pipe of working pressure of 4kgf/cm2 for rain water with necessary joints etc. using pipes of nominal outside diameter.



NS3/30

a. 50 mm Each 73.00 50 3,650.00 0.000 0.00b. 75 mm Each 77.00 400 30,800.00 95.000 7,315.00c. 110 mm Each 205.00 1000 205,000.00 302.000 61,910.00

NS3/31

Each 89.70 100 8,970.00 0.000 0.00

Each 160.20 100 16,020.00 0.000 0.00

NS3/32

a 75 mm RMT 122.00 350 42,700.00 0.000 0.00b 110 mm RMT 181.00 400 72,400.00 40.800 7,384.80

NS3/33 Each 1,000.00 50 50,000.00 0.000 0.00

Each 284.00 10 2,840.00 16.000 4,544.00

b Each 708.00 10 7,080.00 12.000 8,496.00

Providing and fixing PVC bend on wall face slding socket type un plasticised PVC fittings and accessories for rain water pipes including joining with required solvent cement

Providing and fixing sliding sockt type unplasticised PVC fittings and accessories for rain water pipes including joining with required solvent cement

75 mm(SSR Item No.05031905) Single equal junction110 mm(SSR Item No.05032005) Single equal junctionProviding and fixing ultravoilet resistent unplasticised PVC pipes(socket type) in toilets with necessary joints etc. including making good the disturbed portion using pipes of nominal out side diameter with SWR piles for toilets

Providing and fixing of urinals including connections to waste pipe with white lead mixed with chopped hemp but excluding waste pipe of type white glazed of size 430x260x350mm of flat back bowel pattern.

NS3/34a

Cutting down tress and uprooting of roots including transporting wood to nearby railway stations as per the instsructons of engineer ( girth will be measured at a height of 1m from ground level) including cutting trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material, beyond 60 cm girth upto and including 90 cm girth, including crossing of tracks etc.

Cutting down tress and uprooting of roots including transporting wood to nearby railway stations as per the instsructons of engineer ( girth will be measured at a height of 1m from ground level) including cutting trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material, beyond 90 cm girth upto and including 180 cm girth, including crossing of tracks etc.



c Each 1,451.00 10 14,510.00 3.000 4,353.00

d Each 2,885.00 2 5,770.00 0.000 0.00

Sqm. 4,989.00 80 399,120.00 78.750 392,883.75

Cutting down tress and uprooting of roots including transporting wood to nearby railway stations as per the instructions of engineer ( girth will be measured at a height of 1m from ground level) including cutting trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material, beyond 180 cm girth upto and including 270 cm girth, including crossing of tracks etc.

Cutting down tress and uprooting of roots including transporting wood to nearby railway stations as per the instructions of engineer ( girth will be measured at a height of 1m from ground level) including cutting trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material, above 270 cm girth, including crossing of tracks etc.

NS3/35a

Providing, supply and fixing of PVC door shutters using multiple panel, multi chamber hollow extruded infill panels of wall thickness 1.0 mm having supporting ribs 1.0 mm thick at spacing not more than 40 mm fitted into PVC hollow frame of wall thickness 1.5 mm core duly reinforced with treated wood and strengthened horizontally with MS rods including butt hinges and screws and including suitable PVC hallow extruded door frame of wall thickness of 1.5 mm, core duly reinforced with treated hard wood including provision of necessary aluminum sliding door bolts of size 150 mm and aluminum door handle 125 mm and 100 mm tower bolt using contractor's material labour, tools and plants etc. complete.



Sqm. 6,373.00 80 509,840.00 42.403 270,234.32

NS3/36 Each 87.00 1000 87,000.00 415.000 36,105.00

NS3/37 Each 300.00 125 37,500.00 5.000 1,500.00

NS3/38 RMT 1,316.00 150 197,400.00 0.000 0.00

NS3/39 Each 194.00 150 29,100.00 0.000 0.00

NS3/40 Sqm. 2,250.00 40 90,000.00 0.000 0.00

NS3/35b

Providing, supply and fixing of PVC door shutters using multiple panel, multi chamber hollow extruded infill panels of wall thickness 1.5 mm having supporting ribs 1.5 mm thick at spacing not more than 40 mm fitted into PVC hollow frame of wall thickness 2.5 mm core duly reinforced with treated wood and strengthened horizontally with MS rods including butt hinges and screws and including suitable PVC hallow extruded door frame of wall thickness of 2.5 mm, core duly reinforced with treated hard wood including provision of necessary aluminum sliding door bolts of size 150 mm and aluminum door handle 125 mm and 100 mm tower bolt using contractor's material labour, tools and plants etc. complete.

Providing and fixing 200 mm anodized aluminum window stays for window shutters using contractors’ materials, labour, tools and plant with all leads and lifts including crossing of track, etc. complete as directed by engineer -in-charge

Providing Fly/Mosquito proof wire mesh for exhaust fan openings

Providing and fixing stainless steel pipes 50 mm dia for hand railing including fixing of vertical supports wherever required including bending to smooth with all contractor's material, labour, tools, plants transportation, lead and lift, erection complete as directed by the engineer.

Providing and fixing of 63 mm PVC nahoni traps including jollies in bathrooms and for wash basin

Providng and fixing decorative laminate with plain mosaic or glassy finish on one face with approved adhesive as per manufacturer's instructions excluding frame work /base 3.0 mm thick.



NS3/41 Sqm. 3,383.00 500 1,691,500.00 221.877 750,609.89

NS3/42 Sqm. 4,194.00 80 335,520.00 14.400 60,393.60

NS3/43 Cum 55.00 15000 825,000.00 6688.724 367,879.82

NS3/44 Cum 350.00 5000 1,750,000.00 1724.796 603,678.60

NS3/45 Sqm. 155.00 12000 1,860,000.00 1507.620 233,681.10

Providing granite cladding 18/20mm thick polished granite stones fixed in raises of steps, skirting, dado and pillars on 10mm thick base of cement mortator 1:3 and joined with neat cement slurry at 0.44kg./sqm including rubbing and polishing complete as directed by the engineer-in-charge with contractor's own labour,tools, machinery, lead and lift etc. complete.

Supplying and fixing in position aluminum grill of approved design for glazed sliding aluminum windows with aluminum F-Section of size 20/15 mm embedding in brick masonry with necessary wooden plugs with all contractors’ materials, labour,t ools, with all leads and lifts etc. as directed by the engineer.

Shifting of excavated earth by loading into contractors road vehicles and dumping it in the low laying areas of railway land including leveling with all contractor’s men, material, labour, tools, plant and machinery with lead beyond 500 mts and upto 2.Km. and as directed by Engineer in-charge.

Dismantling of UCR Masonry in Cement Mortar in platforms, buildings and disposing the unserviceable and stacking the serviceable materials in railway premises (within 500 Mts.) with all contractor’s men, material, labour, tools, plant and machinery and as directed by Engineer-in-charge.

Removal of Tie-Bar fencing on the platforms including cutting the vertical posts (rail) with gas or any other means and stacking the same neatly in railway boundary within a lead of 100 mts. including crossing of tracks with all contractor’s men, material, labour, tools, plant and machinery and as directed by Engineer in-charge



NS3/46 65.00 5000 325,000.00 20.000 1,300.00

NS 3/47 Each 65,090.00 1 65,090.00 1.000 65,090.00

Total: 58,023,200.58

Cutting of rails with oxygen and acetylene gas using contractor’s labour, tools, gas, and gas cutting equipment, materials including lead, lift and positioning of rails to facilitate cutting complete as directed by Engineer –in-charge including crossing of tracks.

Each Cut

Dismantling of CI steel tank on the rail staging of height 7 to 8mtrs by dismembering all the connections to the tank with staging and keeping the tank in position within 100mtrs of staging without causing any damage to the CI tank with all contractor's men, materials, machinery, tools and plant etc., complete as directed by engineer in charge at site. (Rails staging will be paid under relevant BOQ item).

SCHEDULE - 3 BUILDINGS, PLATFORMS, ROADS, WATER SUPPLY AND DRAINAGE, FOBs & COPs ETC.,

Difference Remarks


306,199.11 0.00

0.00 22,795,760.68

0.00 4,981,497.17

2,632,543.73 0.00

0.00 3,351,030.65

0.00 7,278,821.45

0.00 1,753,361.86

0.00 2,055,569.71

0.00 3,649,362.50

1,977,119.61 0.00

0.00 34,451.77


Difference Remarks


0.00 314,767.11

0.00 24,249.00

0.00 849,520.00

4,805,412.00 0.00

4,805,900.00 0.00

0.00 61,650.00

3,698,444.90 0.00

0.00 1,532,493.50

Difference Remarks


627,267.08 0.00

0.00 513,750.00

0.00 3,265,560.05

0.00 650,195.15

0.00 2,107,960.00

168,181.70 0.00

0.00 33,314.29

0.00 307,249.35

25.03 0.00

0.00 1,364,000.00

Difference Remarks


0.00 242,000.00

0.00 206,540.00

0.00 808,200.00

0.00 296,340.00

4,678,118.82 0.00

1,385,995.15 0.00

0.00 101,764.00

0.00 27,674.00

0.00 64,196.41

21,344.11 0.00

4,806,650.00 0.00

0.00 1,040,082.95

0.00 6,849,962.06

0.00 1,607,228.40

0.00 173,979.32

Difference Remarks


0.00 94,804.00

0.00 876,580.00

0.00 328,230.00

0.00 90,200.00

0.00 285,510.00

0.00 817,218.00

0.00 98,208.00

0.00 49,104.00

0.00 1,705,679.15

0.00 1,040,904.65

0.00 952,625.78

0.00 318,174.23

0.00 416,823.00

0.00 2,244.00

Difference Remarks


0.00 2,856.00

0.00 2,214,696.52

334,038.61 0.00

0.00 2,489,910.58

0.00 145,824.00

0.00 59,668.00

0.00 48,224.00

0.00 79,992.00

0.00 58,406.00

0.00 45,906.00

112,224.37 0.00

535,396.00 0.00

0.00 2,012,109.68

0.00 1,220,413.81

Difference Remarks


0.00 2,560,943.47

0.00 625,580.00

0.00 1,567,031.71

62,357.99 0.00

0.00 682,063.24

0.00 1,023,298.31

0.00 350,581.10

0.00 1,982,700.00

0.00 3,358,555.00

0.00 1,622,628.00

0.00 138,600.00

0.00 103,740.00

0.00 78,440.00

0.00 100,800.00

0.00 72,716.00

Difference Remarks


0.00 2,940.00

0.00 2,120.00

0.00 258,519.00

0.00 174,949.00

0.00 49,500.00

0.00 46,200.00

0.00 118,955.00

0.00 280,224.00

0.00 83,842.00

0.00 265,920.00

0.00 41,030.00

0.00 54,384.00

0.00 397,836.00

18,495.00 0.00

0.00 480,799.00

Difference Remarks


0.00 455,114.00

0.00 431,550.00

0.00 198,057.00

0.00 43,566.00

0.00 36,120.00

0.00 65,296.00

0.00 44,251.00

0.00 398,112.00

0.00 88,228.00

0.00 871,320.00

0.00 3,720,297.38

0.00 4,084,392.65

0.00 814,082.57

127,328.08 0.00

0.00 727,226.45

Difference Remarks


0.00 367,193.65

0.00 4,220,880.00

0.00 574,321.50

0.00 312,895.84

4,665.60 0.00 For diversion of existing pipe line at Bridge No. 513 (A1 Side) from bore well to GLR

Difference Remarks


1,522,711.62 0.00

0.00 342,060.51

0.00 61,608.60

0.00 0.00

0.00 5,198,215.00

337,916.43 0.00

0.00 3,244,994.30

106,201.84 0.00

The platforms at various stations to be filled with morrum for which there is no BOQ item.

General practice in the area is construction of platforms by Stone Masonry as good quality of bricks are not available

General practice in the area is construction of platforms by Stone Masonry as good quality of bricks are not available

As per original yard lay out at Kadapa the existing open well at Bridge 513 is to be closed and the existing pump on LHS to be shifted on RHS and a CI pipe line is to be laid from Bridge site to Kadapa station to ensure uninterrupted water supply as existing now.

As per railway standards for passenger aminity works all HL platforms to be provided with vaccume dewatered concrete.

During the inspections of the section by Open Line authorities, it is emphasized the need for the face-lifting of station buildings constructed by RVNL organization. For carrying out the face-lifting of the station buildings the following items which are shown in the schedule given below are not available in the existing of BOQ but all the items are need to be operated as additional items.

Difference Remarks


749,751.12 0.00

0.00 59,977.72

0.00 30,628.14

0.00 10,731.50

0.00 4,087.00

0.00 348,824.91

0.00 1,472,348.02

On the new island platforms provided by RVNL at RJP, NRE,HX,KKM,YGD,TU and JUR, water pedestals are to be constructed, for which 50 mm dia distributory is to be required from the existing water main for the entire length of the platrforms. As there is no BOQ item for 50 mm dia GI pipe this item is required.

As per the directions of railway authorities, the platforms at RJP,NRE,HX,KKM are filled up with earth/morrum upto coping level. Now for doing vaccume dehydrated concrete, top surface of the PF to be excavated to a depth of 25 cms. (approximately) to accommodate PCC and VDC. The excavation on the PFs to be carried out manually to avoid damage to the existing structures on the PF viz. platforms walls, signal location boxes, OHE masts, benches, water pedestals etc. and there is no BOQ item for doing the excavation under this controlled conditions.

Difference Remarks


0.00 34,247.46

0.00 4,341,688.43

0.00 180,740.00

0.00 117,260.00

0.00 17,100.000.00 37,708.800.00 88,998.48

As per the approved drawing of FOB at Kadapa the roof on the FOB is to be provided with tublar purlins and thre is no provision for MS pipes in the BOQ item no.3018 i.e. for supplying, fabricating and erection of welded/reveted/bolted steel work. Hence, operation of this item is necessary.

For the diversion roads at LC and in circulating areas a layer of morrum is required to be provided to withstand the vehicular traffic. As such there is no provision in the existing BOQ for the same. This item is operated as NS item

For extension of existing platform in the station yards at some of the locations the exisitng pipe culverts of 1 mt. dia in the trak are to be extended to facilitate the provision of new platforms and there is no provision of extension of pipe culverts with hume pipe, hence operated as NS item

The existing platforms at HX,KKM,YA and TU are to be widened, for which the exiting platform wall including coping stones are to be dismantled and the released coping stones are again to be used on the new platforms for which there is no BOQ item in the agreement. Hence, operated as NS item.

In BOQ, AC Rain water pipes with AC bends are provided. As per present pratice of railways, PVC pipes are being used for rain water and hence, these items are operated.

Difference Remarks


0.00 3,650.000.00 23,485.000.00 143,090.00

0.00 8,970.00

0.00 16,020.00

0.00 42,700.000.00 65,015.200.00 50,000.00

1,704.00 0.00

1,416.00 0.00



Used for toilet collections, since there is no BOQ Item

Operated since there is no BOQ Item

The trees are required to be cut and removed from sitde for facilitating the earth work in formatgion or construction of statioin buldings and gate lodges

Difference Remarks


0.00 10,157.00

0.00 5,770.00

0.00 6,236.25

The trees are required to be cut and removed from sitde for facilitating the earth work in formatgion or construction of statioin buldings and gate lodges

Required to be provided for toilets at all station buildings

Difference Remarks


0.00 239,605.68

0.00 50,895.00

0.00 36,000.00

0.00 197,400.00

0.00 29,100.00

0.00 90,000.00

Required to be provided for toilets at all station buildings

In all buidlings, all the windows are to be provided with these stays which are not available in BOQ

As per the requirement of S&T branch, all exhaust holes are to be provided with fly proof mesh, but there no BOQ Item, hence, operated

Required to be provided in the toilets and ramps for the physically challenged at station buildings and also in corridors and stair cases.

Required to be provided in toilets / bathroom and wash basin

The doors at important station buildings like Yerraguntla, Muddanur are to be provided with lamination of esthetic view.

Difference Remarks


0.00 940,890.11

0.00 275,126.40

0.00 457,120.18

0.00 1,146,321.40

0.00 1,626,318.90

Required for wall cladding at important station buildings vioz. Nandalur, Kondapuram and Tadpatri for which there is no BOQ Item

Required to be fixed in YA and MOO stations to match with the remaining part of the station building done by railways and also for the windows provided for LC gates.

Main Line and Loop Line at YA to be provided by dismantling the existing platform and station building. There is no sufficient space to deposit the debris and the same is to be lead to a distance of 1.5 to 2 Kms.for filling up the low laying areas in railway premises.

For linking new lines or to provide new platforms the existing platforms at VNM,KKM,YA,TU are to be dismantled for which there is no BOQ item in the schedule-3 also the old station buildings to be dismantled wherever new station buildings are constructed

In connection with shifting of platforms the tie-bar fencing at the existing platforms are also to be dismantled.

Difference Remarks


0.00 323,700.00

0.00 0.00

For removal of rail barricading at the approach of Bridge 688 and also vertical posts of fencings at stations and at some times cutting of rails during non-interlocking( during blocks) with gas is required also the released rails from loop lines etc. which are not servicable required to be cut with gas instead of haksaw/abrasive cut.

At Yerraguntla for linkig of loop line the existing high level CI tank to be dismantled. As there is no BOQ item for CI/GI items, since the tank is at hight of 7 to 8 mts. it is to be dismantled, removed and kept the same for reusing the same without damage with cranes, hydras. Hence, this item is operated as NS Item.

SCHEDULE - 4A SUPPLY OF P.WAY MATERIALS



4001 333 48310 16,087,230.00

A Combination GFN Liner

7000 2214450 0.00 13,872,780.00

5% after commissioning 7000 116550

B Combination Metal Liner

47712 15093691.2 0.00 993,538.80

5% after commissioning 26241 436912.65

4002

(a) 394.00 92110 36,291,340.00

44650 16,712,495.00 0.00 19,578,845.00

5% after commissioning 44650 879,605.00 879,605.00 0.00

(b) 402.00 159912 64,284,624.00

214291 81,837,732.90 81,837,732.90 0.00

5% after commissioning 77569 1,559,136.90 1,559,136.90 0.00

4003 Each 2,706.00 8480 22,946,880.00

8471 13,753,515.60 13,753,515.60 0.00

8471 8,022,884.10 8,022,884.10 0.00


Supplying at site of work fastenings and fixtures for 60 Kg PSC sleepers to RDSO drawing No. T-2496 Alt II (ERC, Glued Rubber sole plates and 60 kg./52 kg. combination GFN Liners as per Drg. No.T-3707/3708) complete …………

Per set per

sleeper

95% on receipt, acceptance, measurement, accountal property stored and protected against loss…


Supplying at site of work fastenings and fixtures for 60 Kg PSC sleepers to RDSO drawing No. T-2496 Alt II………..

With GFN Liners to Drawing No.RDSO/T-3706

Per set per

sleeper


With Metal liners to Drawing No.RDSO/T-3740

Per set per

sleeper95% on receipt, acceptance, measurement, accountal property stored and protected against loss…

Supplying at site of work, leading , loading, unloading and staking of 60Kg PSC sleepers procured from RDSO approved Firms to RDSO's drawing No. T-4088 latest alterations ……….

60% on receipt, acceptance, accountal and taking into custody without fittings and fastenings

35% on receipt, acceptance, accountal and taking into custody fittings and fastenings

E19

7900



5% after commissioning

Each 2,706.00 8480

4998 676,229.40 676,229.40 0.00

4004 21,553.00 480 10,345,440.00

0.00 122 1,577,679.60 1,577,679.60 0.00

0.00 122 920,313.10 920,313.10 0.00

5% after commissioning 0.00 34 36,640.10 36,640.10 0.00

4005 Each 2,265.00 1130 2,559,450.00

0.00 1200 1,630,800.00 1,630,800.00 0.00

0.00 1200 951,300.00 951,300.00 0.00


4006 Set 977,221.00 7 6,840,547.00

0.00 2 1,856,719.90 1,856,719.90 0.00

5% after commissioning 0.00 0 0.00 0.00 0.00

4007 Set 195,346.00 200 39,069,200.00

0.00 258 47,879,304.60 47,879,304.60 0.00

5% after commissioning 0.00 149 1,455,327.70 1,455,327.70 0.00

4008 Set 667,190.00 90 60,047,100.00

Supplying at site of work, leading , loading, unloading and staking of 60Kg PSC sleepers ... to RDSO drawing No. T-4089 to T-4097 with fastenings and fixtures ….for provision under guard rails on approaches of bridges ..........

Set (for

one approac

h of Bridge)



Supplying at site of work, leading , loading, unloading and staking 60Kg PSC sleepers procured from RDSO approved Firms to RDSO drawing No. T-4148 with fastenings and fixtures ………



Supplying, leading, loading, unloading and stacking at site turnouts 60 kg. 1 in 16 (PSC fanshaped lay out to RDSO Drg. No. RT-5691), ……..

95% on receipt, acceptance, accountal and taking into custody

Supplying, leading, loading, unloading and stacking at site 60 kg. 1 in 12 PSC turnout sleepers including approach and exit sleepers for fan shaped layout as per RDSO drawing No: RT-4218 (Thick web switches and weldable Crossings to be issued by the Employer free of cost within the project area).......


Supplying, leading, loading, unloading and stacking at site 60 kg. 1 in 8 1/2 (symmetrical split) to RDSO layout Drg. T-5353, with switches,……..



4008 Set 667,190.00 90

0.00 50 31,691,525.00 31,691,525.00 0.00


4009 Set 102,750.00 50 5,137,500.00

0.00 50 4,880,625.00 4,880,625.00 0.00


4010 Nos. 4,795.00 2600 12,467,000.00 0 0.00 0.00 12,467,000.00

4011 Nos. 4,658.00 330 1,537,140.00 0 0.00 0.00 1,537,140.00

4012 Set 45,210.00 110 4,973,100.00

0.00 150 6,442,425.00 6,442,425.00 0.00


4013 Set 45,210.00 66 2,983,860.00

0.00 80 3,435,960.00 3,435,960.00 0.00


4014 Per pair 1,597.00 800 1,277,600.00


Supplying at site of work, leading, loading, unloading and stacking at site 60 Kg Derailing Switches to RDSO drg. no.T-6068 for loops………..


Supplying at site of work, leading, loading, unloading and stacking Glued Insulated Rail joints of 60 Kg rail section, 6.5 m long G3 L with 10 mm thick end post to RDSO Drg No.RDSO/T-5843….

Supplying at site of work, leading, loading, unloading and stacking Glued Insulated Rail joints of 52 Kg rail section, 6.5 m long G3 L with 10 mm thick end post to RDSO Drg No.RDSO/T-5361….

Supplying at site of work, leading, loading, unloading and stacking 60Kg Switch Expansion Joints to drawing No.RDSO/T-4165 / T-6263 with latest alterations, with PSC sleepers to Drg. No. RDSO/T-4149 …...


Supplying at site of work, leading, loading, unloading and stacking 52 Kg Switch Expansion Joints to drawing No.RDSO/T-4160 / T 6039 with latest alterations, with PSC sleepers to Drg. No. RDSO/T-4149 with latest alteration……..


Supplying at site of work 60Kg Fish plates to Drawing No.RDSO/T -1898 procured from firms included in the Part I list …………..



4014 Per pair 1,597.00 800

0.00 1050 1,593,007.50 1,593,007.50 0.00

5% after commissioning 0.00 0.00 0.00 0.00

4015 Per pair 1,288.00 300 386,400.00

0.00 600 734,160.00 734,160.00 0.00


4016 Per set 5,823.00 750 4,367,250.00

0.00 750 4,148,887.50 4,148,887.50 0.00


4017 Each 42.00 1200 50,400.00

0.00 2400 95,760.00 95,760.00 0.00


4018 Each 42.00 3200 134,400.00

0.00 6200 247,380.00 247,380.00 0.00


4019 2,192.00 1500 3,288,000.00

0.00 1500 3,123,600.00 3,123,600.00 0.00



Supplying of Fish plates 52kg as per Drawing No. T- 090 (M) procured from firms included in the Part I list of suppliers approved by RDSO ……..


Supplying at site of work combination Fish plates 60kg/52kg as per Drawing No.T696 to T699 including nuts, bolts and washers ………….


Supplying at site of work fish bolts and nuts 52kg as per Drawing No.T 11501 procured from firms included in the Part I list of suppliers……..


Supplying at site of work fish bolts and nuts 60kg as per Drawing No.T1899 procured from firms included in the Part I list of suppliers …….


Supplying joggled fish plates for use on untested/defective welded joints for B.G. 60 kg. UIC rails to RDSO drawing No. T/2192 with 4 Nos. clamps procured from firms included in…….

Per set (2 Nos

fish plates)




4020 2,192.00 150 328,800.00

0.00 150 312,360.00 312,360.00 0.00


4021 4,795.00 150 719,250.00

0.00 250 1,138,812.50 1,138,812.50 0.00


4022 cum 562.00 478440 268,883,280.00

I

a) 100 % - (Qty x Rate x 0.95) 468234.123 249,990,198.27 249,990,198.27 0.00

b) 95 % - (Qty x Rate x 0.95 x 0.95) 3446.365 1,748,013.56 1,748,013.56 0.00

c) 90 % - (Qty x Rate x 0.90 x 0.95) 2219.965 1,066,715.38 1,066,715.38 0.00

TOTAL QUANTITY 473900.453

II 406084.144 11,410,964.45 11,410,964.45 0.00

4023

(a) 41.00 300332 12,313,612.00 149937 6,147,417.00 0.00 6,166,195.00

(b) 5.00 2402656 12,013,280.00 889105 4,445,525.00 0.00 7,567,755.00

Total: 589,332,683 531,769,429

Less 11.182376% 65,901,397 59,464,457

Total: 523,431,286 472,304,972

4001 Extra over for 4001 item 69.00 0.00 47712 3,292,128.00 3,292,128.00 0.00

Supplying of joggled fish plates for use on untested/defective welded joints for B.G. 52 kg. rails to RDSO drawing No. T/5848 with 4 Nos. clamps procured from firms ….

Per set (2 Nos

fish plates)


Supplying one meter long special fish plates for 60 Kg. rail section as per standard drawing of RDSO and RDSO specifications complete with 4 Nos. clamps.

Per set (2 Nos

fish plates)


Supplying and stacking on Railway land, Machine Crushed track ballast (stone ballast)as per RDSO specifications from outside Railway limits, ….


5% after materials have been laid/put in track.

Loading, leading and unloading of PSC line sleepers from the existing stacks within the Project area to their final location of laying …………

Leads upto 2 km. (from the place of stack upto the middle point of any kilometre where the said materials are to be finally laid in the track)

Per sleeper

Extra for every kilometre of lead for leads beyond 2 km. as specified in item 4022 (a) above

Per sleeper per km.



Total 3,292,128


NS Items

NS 4A/1a Each 2,200.00 500 1,100,000.00 500 1,100,000.00 0.00 0.00

NS 4A/1b Each 150.00 3200 480,000.00 3200 480,000.00 0.00 0.00

1,580,000.00

Supplying 1M long special fish plates for of 60kg rail section as per standard drawing of RDSO T-5916 and specifications complete with all contractor's materials, labour, plants and tools etc., as directed by engineer-in-charge.

All the CMS crossings are to be provided witjh 1mt. Long fish plate at toe and heal of crossing. In the BOQ there is no provision for long fish plates with holes and required size of bolts. Hence, these two NS items are operated.

Supplying 25mm dia MS special size bolts with nuts of length of 300mm to 380mm for use in points and crossings with all contractor's material, labour, plants and tools etc., as directed by engineer-in-charge.

SCHEDULE - 4B LAYING OF TRACK

Description of Item Unit RateAs per BOQ As executed Difference


4501 Sqm 7.00 225000 1,575,000.00 54421.463 380,950.24 0.00 1,194,049.76

4502 Cum 293.00 5625 1,648,125.00 22028.500 6,454,350.50 4,806,225.50 0.00

4503 Cum. 79.00 478440 37,796,760.00 417934.492 32,842,569.68 0.00 4,954,190.32

4504 66.00 800 52,800.00 604.000 39,864.00 0.00 12,936.00

4505 40.00 1200 48,000.00 1838.000 73,520.00 25,520.00 0.00

4506 33.00 8000 264,000.00 5616.000 185,328.00 0.00 78,672.00

4507 0.00 0.00

4508

(a) MT 261.00 22120 5,773,320.00 21645.573 5,575,738.58 0.00 197,581.42

(b) MT 131.00 22120 2,897,720.00 48416.930 6,326,014.51 3,428,294.51 0.00

4509 293.00 190000 55,670,000.00 183347.673 41,153,391.85 0.00 14,516,608.15


Item No.

Dressing and levelling the top surface of formation in embankment and cutting, filling of depressions, removal of humps and compacting…….

Providing blankting on formation with blanketing material of approved quality, to give an even, smooth surface of formation …………

Handling, lifting, loading and leading of track ballast (stone ballast) from existing measured stacks and putting the same in straight/curved/points …

Cutting/cropping of 60 Kg / 52 Kg / 90 R rails, true to square, with contractors abrasive rail cutting machine and disk including labour,tools & plant, …

Each cut

Cutting/cropping of 60 Kg/ 52 Kg / 90R rails, true to square, with contractors abrasive rail cutting machine and disk …………

Each cut

Drilling holes 26.5mm / 32mm diameter in the web of 60Kg/52Kg/90R rails at correct lcoations………

Each hole

ITEM DELETED (As Lead for Track PSC Sleepers is covered under Item No.4023 of Sch. 4 A)

Loading, leading and unloading of rails within the section to their final location in the same section inclduing the station yards, in correct ……..

Rate for leading of rails with a maximum lead of 10 km. as measured along the track kilometres.

Extra over (a) above, for every lead of 10 km. or part thereof, as measured along thee track kilometres.

Installation of BG track on straight, curves, bridges,level crossings, cuttings and embankments, yards etc inclduing SEJs and glued joints by PQRS,… (Only 75% payment made)

Per Track Meter



Item No.

4509 73.25 170553.275 12,493,027.39

4510(a) 196.00 8000 1,568,000.00 11380.800 2,230,636.80 662,636.80 0.00

(b) 131.00 3000 393,000.00 57278.160 7,503,438.96 7,110,438.96 0.00

4511

(a) 1 in 16 45,553.00 7 318,871.00 0.000 0.00 0.00 318,871.00

(b) 1 in 12 32,538.00 200 6,507,600.00 204.000 6,637,752.00 130,152.00 0.00

(c) 1 in 8 1/2 26,030.00 90 2,342,700.00 35.000 911,050.00 0.00 1,431,650.00

(d) Trap switch 6,508.00 50 325,400.00 39.000 253,812.00 0.00 71,588.00

4512

(a) 1 in 16 26,030.00 7 182,210.00 0.000 0.00 0.00 182,210.00

(b) 1 in 12 15,618.00 90 1,405,620.00 73.000 1,140,114.00 0.00 265,506.00

(c) 1 in 8 1/2 13,015.00 30 390,450.00 6.000 78,090.00 0.00 312,360.00

(d) Trap switch 3,254.00 20 65,080.00 11.000 35,794.00 0.00 29,286.00

4513 59.00 198000 11,682,000.00 161330.405 9,518,493.90 0.00 2,163,506.11

4514 33.00 198000 6,534,000.00 132662.500 4,377,862.50 0.00 2,156,137.50

Installation of BG track on straight, curves, bridges,level crossings, cuttings and embankments, yards etc inclduing SEJs and glued joints by PQRS,… (Only 25% payment made)

Per Track Meter

Slewing of B.G track consisting of 60Kg / 52Kg / 90R rails on all types of sleepers to any density, in stages up to lateral slew of 150mm….

per Track Meter

Extra over (a) above for slewing beyond 1st stage of 150 mm, for each 100 mm or part thereof if done in the same traffic block

per Track Meter

Assembling of points and crossings including lead portion and trap switches as per drawings and specifications with special sized PSC / wooden sleepers…..

Each Set

Each Set

Each Set

Each Set

Insertion of already assembled BG points and crossings from exisitng position on cess or on temporary stage to proposed location in the track during the block by making …….

Each Set

Each Set

Each Set

Each set

Complete item rate for two rounds of packing of all types of track in main line, loop lines,sidings, straight and curves including points ad crossings by Railway's Heavy On Track……

Per Track Meter

Complete item rate for third round of packing of all types of track in main line, loop lines,sidings, straight and curves including points ad crossings by Railway's Heavy On Track…

Per Track Meter



Item No.

4515 46.00 36800 1,692,800.00 5668.280 260,740.88 0.00 1,432,059.12

4516 1,302.00 23200 30,206,400.00 21731.000 28,293,762.00 0.00 1,912,638.00

4517 1,302.00 3780 4,921,560.00 2804.000 3,650,808.00 0.00 1,270,752.00

4518 1,497.00 9700 14,520,900.00 5336.000 7,987,992.00 0.00 6,532,908.00

4519 1,302.00 1500 1,953,000.00 540.000 703,080.00 0.00 1,249,920.00

Anticorrossive painting of 60/52 kg. rails for loops/platform lines, with contractor's labour, materials, tools & plants, equipments………

Track Meter

Welding of joints of 60 Kg 90 UTS Rails with contractor’s own mobile Flash butt welding machines, materials, ,consummables, labour, skilled staff, supervisors, tools and plants etc…………

Each Joint

Welding of joints of 52 Kg 90 UTS Rails with contractor’s own mobile Flash butt welding machines materials, labour, skilled staff, supervisors, tools and plants etc………….

Each Joint

Welding of 60 Kg rail joints by SKV Thermit process with contractor’s own thermit portion, materials, ………

Each Joint

Welding of 52 Kg rail joints by SKV Thermit process with contractor’s own thermit portion, materials, supervisor …..

Each Joint



Item No.

4520 8,460.00 40 338,400.00 33.000 279,180.00 0.00 59,220.00

4521 Km 32,538.00 150 4,880,700.00 84.332 2,743,994.62 0.00 2,136,705.38

4522 Each 97,613.00 50 4,880,650.00 15.000 1,464,195.00 0.00 3,416,455.00

4523 1,237.00 9770 12,085,490.00 8932.535 11,049,545.80 0.00 1,035,944.21

4524 2,343.00 1360 3,186,480.00 837.250 1,961,676.75 0.00 1,224,803.25

4525 21.60 10000 216,000.00 10741.250 232,011.00 16,011.00 0.00

4526 434.00 6000 2,604,000.00 0.000 0.00 0.00 2,604,000.00

4527 59.00 4000 236,000.00 450.000 26,550.00 0.00 209,450.00

4528 651.00 347 225,897.00 77.000 50,127.00 0.00 175,770.00

4529 Each 977.00 920 898,840.00 0.000 0.00 0.00 898,840.00

Fabricating, erecting and fixing in position buffers stop as per approved plan and specifications for BG track with contractor's materials………..

Each Set

De-stressing of newly laid LWR / CWR tracks with 52 Kg / 60 Kg at appropriate temperature as per LWR manual and as per the ………..

Laying of Sand humps / Snag dead ends as per RDSO standard drawing No: T-347 complete, with contractor's materials ………..

Fabrication & fixing Guard rails made out of 52 kg rails on Bridges complete with contractor’s materials, machinery and labour complete ……….

Per running Metre of rail

Manufacturing and fixing check rails made out of specified rail sections on level crossings and curves etc. on PSC sleepers for BG track with contractor’s materials, all requisite fittings including brackets, check blocks, bolts, MS packing plates, fastenings etc..............

Per running Metre

Lifting of track including formation by maximum 150mm, in stages, under traffic block, not more than 75mm at a time, for getting required level …..

Per Track Metre

Lowering of track including formation by maximum 150mm, in stages, under traffic block, not more than 75mm at a time, for getting the required level and cushion …….

Per Track Metre

Painting of curve particulars on the inside web of outer rail by paitning with 2 coats of yellow enamel paint over a primary coat to ………….

Each station

Painting of turn out particulars, 1 in 16, 1 in 12 or 1 in 8.5 or trap switch including their turn in curves, on rail web, with 2 coats of yellow enamel paint over a primary coat………

Each turn out

Casting and fixing in position of Fouling Marks of over all size 1500mm x250 mmx225 mm in M20 grade cement concrete including engraving the letters "FM" , white washing with two coats and paitning ………..



Item No.

4530 Each 1,042.00 620 646,040.00 131.000 136,502.00 0.00 509,538.00

4531

(a) Each 3,905.00 12 46,860.00 0.000 0.00 0.00 46,860.00

(b) Each 3,905.00 12 46,860.00 0.000 0.00 0.00 46,860.00

(c) Each 5,857.00 12 70,284.00 0.000 0.00 0.00 70,284.00

(d) Each 98.00 12 1,176.00 0.000 0.00 0.00 1,176.00

(e) 1,302.00 36 46,872.00 0.000 0.00 0.00 46,872.00

4532 Each 1,562.00 1450 2,264,900.00 352.000 549,824.00 0.00 1,715,076.00

4533

(a) On both sides. Each 15,618.00 11 171,798.00 0.000 0.00 0.00 171,798.00 (b) On one side only Each 9,111.00 4 36,444.00 4.000 36,444.00 0.00 0.00

Fabricating, supplying and fixing boards made out of 16 gauge M.S. Sheet with angle iron frame of angle 40x40x5mm and angle iron post of 75x75x6mm for Level crossing ……..

Supplying and fixing retroreflective Engineering signal boards of various sizes and specifications as given in Annexure 8/4 of para 807 & 808 of Indian Railway Permanent Way Manual --

Caution indicator boards of size 1400mm x 400mm made out of 2mm thick aluminium alloy sheet conforming to IS:736 in proper size and shape etc. as per Annexure 8/4 of para 807 & 808 of IRPWM……….

Speed indicator of size of 1m equilaterl triangle made out of 2mm thick aluminium alloy sheet conforming to IS:736 in proper size and shape……..

Termination indicator of size 1m dia. with letters T/G made out of 2mm thick aluminium alloy sheet conforming to IS:736 in proper size and shape ………..

Extra for angle iron post of size 75 x 75 x 6 mm and of height enough so that the bottom of boards are at 2.00m above rail level after fixing including nuts, bolts, rivet……….

Fixing the boards including excavation, fixing in cement concrete 1:2:4 base of 45 cm x 45 cm x 45 cm with all contractor's materials, labour, ……

Each

Supplying and fixing hard wood distant blocks of size 250mmx125mmx850mm (length) between one side of rail of track …….

Dismantling the existing Gate post with lifting barrier, whistle boards, road sign boards and refixing of gate posts, lifting barrier, whistle boards………



Item No.

4534

(a) On both sides. Each 13,015.00 20 260,300.00 0.000 0.00 0.00 260,300.00

(b) On one side only Each 6,508.00 14 91,112.00 1.000 6,508.00 0.00 84,604.00

4535 Metre 66.00 1560 102,960.00 247.120 16,309.92 0.00 86,650.08

4536 cum 3,254.00 210 683,340.00 479.692 1,560,917.77 877,577.77 0.00

4537 TRM 98.00 30000 2,940,000.00 11487.170 1,125,742.66 0.00 1,814,257.34

4538 TRM 46.00 30000 1,380,000.00 19108.594 878,995.32 0.00 501,004.68

4539 Each 9,111.00 205 1,867,755.00 174.000 1,585,314.00 0.00 282,441.00

4540 4,556.00 52 236,912.00 48.000 218,688.00 0.00 18,224.00

4541 1,302.00 380 494,760.00 48.400 63,016.80 0.00 431,743.20

Dismantling of the existing Gate post, whistle boards, road sign boards and refixing of whistle boards, road sign boards at new location along the proposed alignment of track at un manned level crossings with contractor's labour, tools and equipment at each level crossing.

Dismantling and removing of existing fencing at level crossing, leading and stacking of materials at nominated stores depot including crossing of tracks wherever necessary……….

Manufacturing, supplying and laying 75 mm thick high strength interlocking pre-cast cement concrete block/pavers of approved design manufactured with M 35 grade cement concrete……

Removing stone ballast from the existing track, screening and stacking on the cess or toe of bank / cutting or within the railway land nearby,……….

Dismantling of existing track under block or non-block condition with all contractors labour, tools, plants etc., and transporting all released material including sleepers, rails, switches and crossings …….

Dismantling of existing points and Crossings, Trap Switches, Sand humps, Buffer stops from track in stations yards, under block or non-block condition including Rails, sleepers, lead rails, fish plates, fish bolts, bearing plates, gauge …………..

Opening of road pavement at LC Gate by breaking the pavement and removing the soil upto formation level to facilitate linking of track at LC Gate and restoring ……….

per track per

Level crossin

g

Testing of new 60 kg. / 52 kg rails by using Contractor's own approved Ultrasonic Flaw Detector as per RDSO's Manuals with latest corrections, …….

Per km. of rail.



Item No.

4542 40.00 36680 1,467,200.00 29712.000 1,188,480.00 0.00 278,720.00

Total: 233,143,346 204,282,204Less 11.182376% 26,070,966 22,843,604

Total: 207,072,380 181,438,600

Quantities beyond 25% of BOQ or 0.25% of Agmt Value

4502 Cum 350.00 19970 6,989,500.00 4715.455 1,650,409.25 0.00 5,339,090.75

Total 1,650,409Grand Total 183,089,009NS Item

NS 4B/1 MT 90.14 27500 2,478,850.00 27939.573 2,518,473.11 39,623.11 0.00

NS 4B/2 Nos 19.16 75000 1,437,000.00 70234.000 1,345,683.44 0.00 91,316.56

NS 4B/3 Tonne 280.84 1500 421,260.00 973.530 273,406.17 0.00 147,853.83

NS 4B/4 MT 6870.00 350 2,404,500.00 339.139 2,329,884.93 0.00 74,615.07

Testing of new 60 kg. / 52 kg rail welds(Flash Butt / SKV) by using Contractor's own approved Ultrasonic Flaw Detector as per RDSO's Manuals with latest corrections……….

Per Weld

Providing blankting on formation with blanketing material of approved quality, to give an even, smooth surface of formation …………

Unloading of rails FR/3RP/WRP switches/crossings/SEJ Rails/glued joint from BFR/BR and lorry/Trains as to be along the track in block working including and lead upto 50 mts.including stacking rails, switches be in correct position on level ground.

Unloading of BG 60 Kg/52 Kg PSC monobloc sleepers from railways BG/BFR at stastions are along with alignment between PMT-RLO including the keeping the unloaded the sleepers withoiut infringing the running track/trails / proposed formation with all contr

Shfting of released rails /sleepers and other P.Way material available on cess/slops of embankment or in between the tracks in the yards or in the mid section between PMT-BKPT, HX-MOO and KDP-RLO by contactor's vehiclses including the leading the material

Farbrication and erection of rail type barricades at LC locataion in position using 90R/52 Kg rails supplied by railway at depot duly excavating the pits of size 450 x 450 x 600 mm for erection of rail poles of required height in the correct alingment in



Item No.

NS 4B/5 TRM 38.60 22000 849,200.00 8281.330 319,659.34 0.00 529,540.66

NS 4B/6 TRM 55.77 22000 1,226,940.00 8281.350 461,850.89 0.00 765,089.11

NS 4B/7 Each 25.74 34000 875,160.00 11680.000 300,643.20 0.00 574,516.80

NS 4B/8 Each 72.93 36600 2,669,238.00 13501.000 984,627.93 0.00 1,684,610.07

NS 4B/9 Each 11.15 36600 408,090.00 1960.000 21,854.00 0.00 386,236.00

Removing he exisisting 60 Kg/52 Kg/44.61Kg running rails and fastenings from the track in the traffic/non-traffic blocks and placing the same away from the running/non-running lines and stacking the same at nominated locations, material wise and class wis

Laying and Linking of new 60 Kg/52 Kg- 90 UTS/72 UTS/10 rail/5 rail/3 rail panels/free rails on PSC monobloc sleepers providing full compliments of sleepers and fastenings and fastening to correct gauge linking the rails with fish plates and bolts oiling

Removing the exisiting PSC/Metal/Wooden sleepers with all connected fittings and fastenings from track and palcing the same away from the track and stacking the same at nominated locations duly segregating the same at specified locations item wise with al

Laying of 60 Kg/52 Kg sleepers with connected fittings and linking to the exisiting rails with sleeper density of 1660 KM on main line , 1540/1340 on loop lines with greasing of MCI inserts and ERCs including springing position of concrete sleepers at sit

Hnadling/Leading of PSC sleepers upto 200 mts. Lead as directed by engineer-in-charge at site, and keeping in position/stacking the same withoiut inftinging the track with all contractor's tools, plant, machinery rail dollys etc. including crossing of tra



Item No.

TRM 28.00 11000 308,000.00 5379.120 150,615.36 0.00 157,384.64

Each 115.00 528 60,720.00 512.000 58,880.00 0.00 1,840.00

NS 4B/10

Through packing of already linked and initially packed BG track

NS 4B/11

Drilling holes in PSC sleepers for converting track sleepers into bridge guard rail sleepers



Item No.

Sqm. 117.00 65720 7,689,240.00 9772.000 1,143,324.00 0.00 6,545,916.00

10,000.00 120 1,200,000.00 50.000 500,000.00 0.00 700,000.00

NS 4B/12

Painting of new rails by brush after surface preparation with contractor’s paint red lead formed by mixing (3.3Kg.) dry pigment red lead powder to IS type “c” 57-1989 with one liter of linsed oil(boiled) as per IS 77-1976 of thickness of 80 microns and application of two finishing coats using ready mixed red oxide confirming to IS 123-1962 to a thickness of 45 microns for each coat on both sides of new rails including panting of bottom of the rail but excluding gauge face and rail top with all contractor’s labour, tools, paint, brushes, transportation with all lead and lift including surface preparation and panting of rails as per the procedure and as specified including crossing of track handling of rails and as directed by the Engineer-in-charge.

NS 4B/13

Insertion of Switch Expansion Joints (SEJs) or Removal of SEJ 90R/52 Kg/60Kg.rail section complete on running track with all fittings on steel/wooden/PSC sleepers including carrying of rails, switches, sleepers and fittings within a lead of 50 mts. including removing required length of rail or inserting the required length of rail with required number of sleepers(ST/Wooden/PSC) by cutting of rails on running track with hacksaw blade true to square wherever required and one round through packing and as directed by Engineer-in-charge at site.

Each Set



Item No.

5,000.00 350 1,750,000.00 187.000 935,000.00 0.00 815,000.00

Cum 70.00 10000 700,000.00 3925.317 274,772.19 0.00 425,227.81

Each 16.00 50000 800,000.00 0.00 0.00 800,000.00

NS 4B/14

Setting of newly assembled/inserted BG points and crossings, trap switches on PSC/Wooden sleepers for the purpose of S&T interlocking gear including fixing of spring setting devices (SSD) if required, by lifting and lowering of track as required at site and through packing after completion of final lift, gauging, aligning, leveling etc. with all contractor’s labour, tools, all lead and lifts etc. complete as per specifications and as directed by Engineer-in-charge.

Each Set

NS 4B/15

Unloading of ballast from Railway wagon/BT/hoppers with all contractor’s labour, tools etc. Complete including dressing ballast to profile where unloaded in excess and infringing the moving dimensions of rolling stock with contractor’s labour, tools, tackles and all lead and lift complete including crossing of track wherever necessary and as directed by Engineer–in-charge at site. Note: Contractor to ensure safety of his men while working. Work to be carried out under traffic whenever required.

NS 4B/16

Removal of jammed ERCs duly applying rust removal solution or heating the existing jammed ERCs with MCI inserts with contractor’s rust removal solution/kerosene oil/run pressure tank of LP gas/petrol/diesel etc. and removing the ERCs without breaking/damaging of PSC sleepers/MCI inserts and applying the approved quantity of contractor’s own grease “O” graphite confirming to IS 408, using contractor’s labour, tools, machinery, including with all lead and lift and crossing of the track etc. complete as per the specifications and as directed by Engineer-in-charge



Item No.

Each 177.00 792 140,184.00 88.000 15,576.00 0.00 124,608.00

LS 23,870.00 1 23,870.00 1.000 23,870.00 0.00 0.00

Each 5,000.00 120 600,000.00 36.000 180,000.00 0.00 420,000.00

NS 4B/17

Erection of LWR and Curves TB&TE posts including cutting the rail pieces to required length, leading the rail pieces from depot to site of work, erecting the rail post by making the pit to required size and painting the rail post as required with white paint two coats and writing TB and TE on rail post with red paint with all contractor’s material, labour, paint,, brushes all lead and lift etc. complete as per specifications and as directed by the Engineer-in-charge at site.

NS 4B/18

Opening of existing Level Crossing Gate at Tadpatri LC 161 by excavation the road surface in between, around and up to the bottom of the sleepers including concrete slabs at LC gate portion and closing the same with ballast available from adjacent rails duly filling by manual and covering the road surface by hammers, watering, re-fixing the concrete slabs with all contractor’s men, material and tools including all lead, lift and as directed by the Engineer-in-charge. Note: This operations required to be done for a minimum number of 5 times to facilitate the movement of TT machines, Material train and Engine rolling.

NS 4B/19

Shifting of S&T Location/Battery boxes by excavating the earth around the location boxes without damaging the cables to the required depth and slewing the boxes along with foundation block by JCB/Hydra to get required clearance without interfering the movements of trains and also without disturbing the train operation system and closing the pit after getting required clearance from Central line of the track with all contractor’s material, labour, tools, plant with all lead and lift etc. and as directed by the Engineer-in-charge at site.



Item No.

Each 30.00 1800 54,000.00 0.000 0.00 0.00 54,000.00

Each 20,700.00 50 1,035,000.00 18.000 372,600.00 0.00 662,400.00

Total: 12,210,720.55

NS 4B/20

Drilling of holes by machine in 60 Kg., 1 Mt. long fish plates supplied by M/s Simplex with 26.5 mm drill bit to facilitate gapless joints at toe of crossing and heal of crossing with all contractor’s material, labour, tools, plant with all lead and lift etc. and as directed by the Engineer-in-charge at site.( Each plate consists 6 Nos.)

NS 4B/21

Providing assistance to the working of T-28 machine including supply of wooden blocks consumables etc. for insertion of points /removal of points/ shifting of points (on running track)

SCHEDULE - 4B LAYING OF TRACK

Remarks


Remarks

Remarks

Due to more undulation, improper grades in stn.yards.

The rails/switches /CMS crossings arranged by RVNL are required to unloaded as there is no BOQ item in the agreement.

The sleepers arranged by RVNL for the work are required to be unloaded as there is no BOQ item in the agreement.

The P.Way materials belonging to open line available in the yards /mid section are required to be shifted to the place earmarked by Open Line Organissation in connection with forming embankment or construction of platforms.

All the level crossings in the project are to be provided with safety barricading on new line side in view of safety.

Remarks

The existing loop lines at various stations to be converted as main lines duly replacing the existing rails and sleepers





Remarks

At number of station yards the existing loops are being converted into proposed main lines by way of slewing and lifting. At present the loop lines are having less cushion and also lower than the main line rail level which is to be brough to the main line standards by providing 300mm cushion. The speed on the loop lines in this section is 30 KMPH for which an additional through packing is required, because the track will be made fit for traffic at 20 KMPH either by operating existing BOQ item of installation of track or by operating NS item for TSR/TRR. In view of the above it is proposed to operate one round of through packing as an additional NS item to make fit the loop line to 30KMPH.

In anticipation of CRS inspection between Pullampet - Hastavaram, the existing track sleepers have to be converted into bridge sleepers by drilling holes in the sleepers and providing PVC dowels in the holes to make them suitable for bridge guard rail sleepers. As there is no BOQ item for this.

Remarks

Railways insisting rail painting as per the pratice of SC Railway.

Due to increasing of CSR length of loop lines the SEJs on the existing track are to be shifted by inserting SEJs at new locations or replacing the SEJs with plain track as per stipulations of LWR manual

Remarks

Initially, the in-situ points and crossings are assembled points, are set to prescribed gauge and level but getting disturbed while fixing the signaling gear or during tamping with machines. The agency is required to attend the setting of points number of times. Hence, one more round of attention is required during non-interlocking and commissioning.

Making up of ballast deficiency by unloading the ballast with hoppers/material train is necessary where the agency could not collect sufficient ballast due to non-availability of sufficient land boundary or non-availability of path for road vehicles.

During conversion of existing loop lines into proposed main line or dismantling points and crossings and installation of plain track or replacement of plain track by points and crossings, at such locations jammed ERCs are required to be removed for removal of plain track/replacement of points and crossings.

Remarks

All the curves and LWRs at each of the SEJ are to be provided with reference pillars as per the norms of railways.

The LC No.161 at TU yard is required to be opend number of times for allowing the movement of engine,TT machines, material train etc. on the new line. As there is difference of about 40 cms. Between the proposed rail level and road approach within the 20 mts. the same could not be met out once for all.

Prior to Pre-NI/Ni some of the S&T boxes are causing infringement for the movement of engine/TTM/material train on the new line. At times the track liking is also not possible. To facilitate the above, the location boxes are to be shifted prior to Pre-NI

Remarks

In the BOQ supply of 1 Mt. long fish plates with 4 clamps is available and fish plates are not provided with holes. But the long fish plates are to be provided for getting gapless joint at toe of crossing and heal of crossing, hence drilling of holes in the fish plates originally supplied under BOQ item is necessary.

Where insitu assembly or outside assembly of turnouts is not possible due to shorage of space, they were assembled at far of place and laid with T-28 crans

VARIATION STATEMENT FOR SCHEDULE - 5 (GENERAL ELECTRICALS)

Item No. Description of Item Unit RateAs per BOQ As executed Difference


5001 Nos. 163.00 861.000 140,343.00 0.00 0.00 0.00 140,343.00

5002 Nos. 358.00 422.000 151,076.00 0.00 0.00 0.00 151,076.00

5003 Nos. 358.00 50.000 17,900.00 0.00 0.00 0.00 17,900.00

5004 Nos. 912.00 437.000 398,544.00 0.00 0.00 0.00 398,544.00

5005 Nos. 1,627.00 433.000 704,491.00 0.00 0.00 0.00 704,491.00

5006 Nos. 163.00 123.000 20,049.00 0.00 0.00 0.00 20,049.00

5007 Nos. 2,603.00 2.000 5,206.00 0.00 0.00 0.00 5,206.00

5008 Nos. 228.00 111.000 25,308.00 0.00 0.00 0.00 25,308.00

5009 Nos. 274.00 435.000 119,190.00 0.00 0.00 0.00 119,190.00

5010 Nos. 3,254.00 2.000 6,508.00 0.00 0.00 0.00 6,508.00

5011 Nos. 1,302.00 2.000 2,604.00 0.00 0.00 0.00 2,604.00

5012 Point 391.00 2328.000 910,248.00 0.00 0.00 0.00 910,248.00

5013 Mtrs 40.00 21000.000 840,000.00 0.00 0.00 0.00 840,000.00

5014 Mtrs 53.00 10875.000 576,375.00 0.00 0.00 0.00 576,375.00

5015 Mtrs 235.00 3150.000 740,250.00 0.00 0.00 0.00 740,250.00


SW-I - INTERNAL ELECTRIFICATION OF STAFF QUARTERS INCLUDING STREET LIGHTING.

Supply, fixing and connecting of 100 watt Incandescent batten/slant batten light fitting with bulb, EI shade, etc. complete as per Supply, fixing and connecting of 100 watt Bulk head light fitting with bulb,cover, ETC.,(For internal lighting) complete as per Supply, fixing and connecting of 100 watt Bulk head light fitting with bulb,cover ETC., (For staircase lighting) complete as per Supply and Erection of 4'-40 watt Box type FT fitting on wall/ roof , surfaces including lamp with all other connected accessories etc., complete Supply and fixing of 1200 mm sweep AC Ceiling fan with down rod, capacitor and all other connected accessories etc., complete as per Supply,fixing and connecting of call bell/buzzer and piano type bell push suitable for AC single phase 230 volts 50 HZ supply complete with all other Supply, fixing and commissioning of 300 mm (12”) sweep Heavy duty Exhaust Fan including mounting bracket fixing arrangements, bolts, Wiring with 2 runs of 1.5 Sq.mm PVC insulated multi stranded copper conductor and 1 run of 1.0 Sq.mm PVC 1100 V grade insulated flexible Supply and fixing of 6/16A, 3/6 Pin independent flush type power plug socket with indicator lamp alongwith 6/16A ……Supply, fixing, testimg & commissioning of 35 liters capacity 1500 watts Geyser with all connected accessories etc., Supply and fixing of 32 Amps metallic A/C Plug and socket with indicator light (Industrial type) with 32 Amps SP MCB …Wiring with two runs of 1.5 Sq.mm 1100 V PVC insulated multi stranded copper conductor and one run of flexible …….Supply and run of Two runs of 2.5 Sq.mm 1100V PVC insulated flexible copper conductor wires and one run of 1.0 Sq.mm PVC insulated multi Supply and run of two runs of 4.0 Sq.mm 1100 V PVC insulated multi stranded copper wires and one run of 2.5 Sq.mm PVC insulated flexible Supply, laying, connecting of two runs of 10 Sq.mm 1100 V PVC insulated multi stranded copper wires in existing 32 mm dia PVC pipe



5016 Mts. 37.00 12600.000 466,200.00 0.00 0.00 0.00 466,200.00

5017 Mts. 50.00 4350.000 217,500.00 0.00 0.00 0.00 217,500.00

5018 Set 39,045.00 46.000 1,796,070.00 0.00 0.00 0.00 1,796,070.00

5019 No. 8,460.00 197.000 1,666,620.00 0.00 0.00 0.00 1,666,620.00

5020 Nos. 5,206.00 11.000 57,266.00 0.00 0.00 0.00 57,266.00

5021 Nos. 7,809.00 11.000 85,899.00 0.00 0.00 0.00 85,899.00

5022 Nos. 7,809.00 2.000 15,618.00 0.00 0.00 0.00 15,618.00

5023 Nos. 13,015.00 2.000 26,030.00 0.00 0.00 0.00 26,030.00

5024 Mtrs 586.00 100.000 58,600.00 0.00 0.00 0.00 58,600.00

5025 Mts. 27.00 1200.000 32,400.00 0.00 0.00 0.00 32,400.00

5026 Mts. 326.00 210.000 68,460.00 0.00 0.00 0.00 68,460.00

5027 Nos. 79.00 150.000 11,850.00 0.00 0.00 0.00 11,850.00

5028 Mts. 196.00 1000.000 196,000.00 0.00 0.00 0.00 196,000.00

5029 Mts. 170.00 500.000 85,000.00 0.00 0.00 0.00 85,000.00

5030 Nos. 9,762.00 60.000 585,720.00 0.00 0.00 0.00 585,720.00

5031 Mtrs 59.00 2550.000 150,450.00 0.00 0.00 0.00 150,450.00

5032 Nos. 2,603.00 24.000 62,472.00 0.00 0.00 0.00 62,472.00

5033 Mts. 11.00 4750.000 52,250.00 0.00 0.00 0.00 52,250.00

Supply and laying of 25 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work, etc for Supply and laying of 32 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work, for lights, Supply, fabrication, fixing, testing and commissioning of plinth mounted MS sheet iron KWH Meter board, with the following switch gear. Supply, fixing and connecting of Single Door Flush type Sub Distribution Board (concealed) Similar to Havell's make Catalogue Supply and fixing of Flush type Teak wood meter board of suitable size with Hylam / Decolom sheet top 3 mm thick in the wall complete Supply, fixing and connecting of Single Door Flush type Sub Distribution Board (concealed) Similar to Havell's make Catalogue Supply and fixing of Flush type Teak wood meter board of suitable size with Hylam / Decolom sheet top 3 mm thick in the wall complete Supply, fixing and connecting of Single Door Flush type Sub Distribution Board (concealed) Similar to Havell's make Catalogue Supply, Laying, Connecting of 2 core 25 sqmm LT UG Aluminium cable along with existing 8 SWG GI Wire for service mains through suitable ………Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning both at the Excavation and provision of cable trench under the road or Track of size 30 cm wide x 110 cm depth, with single run of RCC hume pipe of Supply and fixing of cable route indicators at a distance of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Supply, laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 25 sq.mm.complete as per specificationSupply, laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 4 core 16 sq.mm.complete as per specificationSupply and erection of 9 meter PSCC long Poles of 200 Kg working load including casting of foundation 1:3:6 ratio etc., complete with muffing to a Supply and stringing of 4 (3 -Phase + Neutral) runs of LT OH mains with AAC of size 7/3.10 mm (50 sq.mm.) with all connected accessories such Supply and erection of single Guy arrangement with Guy wire of size 7/2.50 mm,clamp, turn buckle, stay insulator, end making of Guy wire, Supply and fixing of GI wire of 8 SWG to run along with the UG cable for earth inter connections etc., complete for items 5015, 5024, 5028



5034 Spans 3,515.00 51.000 179,265.00 0.00 0.00 0.00 179,265.00

5035 Nos. 1,452.00 51.000 74,052.00 0.00 0.00 0.00 74,052.00

5036 Nos. 1,562.00 76.000 118,712.00 0.00 0.00 0.00 118,712.00

Total of SW-I 0.00

SW-II - INTERNAL ELECTRIFICATION OF S&T SERVICE BUILDING

5037 Point 391.00 44.000 17,204.00 4.00 1,564.00 0.00 15,640.00

5038 Nos. 358.00 4.000 1,432.00 12.00 4,296.00 2,864.00 0.00

5039 Nos. 163.00 2.000 326.00 0.00 0.00 0.00 326.00

5040 Nos. 274.00 18.000 4,932.00 0.00 0.00 0.00 4,932.00

5041 Mts. 40.00 400.000 16,000.00 8.00 320.00 0.00 15,680.00

5042 Mts. 53.00 210.000 11,130.00 0.00 0.00 0.00 11,130.00

5043 Nos. 586.00 25.000 14,650.00 0.00 0.00 0.00 14,650.00

5044 Nos. 1,562.00 9.000 14,058.00 5.00 7,810.00 0.00 6,248.00

5045 Nos. 2,603.00 6.000 15,618.00 1.00 2,603.00 0.00 13,015.00

5046 Mts. 37.00 250.000 9,250.00 41.00 1,517.00 0.00 7,733.00

5047 Mts. 50.00 200.000 10,000.00 10.00 500.00 0.00 9,500.00

5048 Set 16,920.00 1.000 16,920.00 0.00 0.00 0.00 16,920.00

5049 No 9,762.00 1.000 9,762.00 0.00 0.00 0.00 9,762.00

Supply and providing LT Guarding arrangements on X-arms with 8 SWG GI wire, cross lacings for gaurding and clamps, bolts, nuts etc completeSupply and erection of out door type weather proof 4'-40 watts FT fitting to be fixed on the Tubular poles with lamp and all other connected Supply and erection of earthing arrangements for LT Installations complete as per specification.

Wiring with two runs of 1.5 Sq.mm 1100 V PVC insulated multi stranded copper conductor and one run of flexible copper wire of 1.0 Sq.mm Supply, fixing and connecting of Bulk head light fitting with bulb,cover, ETC.,(For internal lighting) as per specificationSupply,fixing and connecting of call bell/buzzer and piano type bell push suitable for AC single phase 230 volts 50 HZ supply complete with all other Supply and fixing of 6/16A, 3/6 Pin independent flush type power plug socket with indicator lamp alongwith 6/16A flush modular type fuse unit Supply and running of two runs 2.5 Sq.mm 1100V PVC insulated multi stranded copper conductor wires and one run of 1.0 Sq.mm PVC insulated Supply and running of two runs of 4.0 Sq.mm 1100 V PVC insulated multi stranded copper wires and one run of 2.5 Sq.mm PVC insulated flexible Supply and Erection of 4'-40 watt Box type FT fitting on ceiling, wall surfaces, including lamp and all other connected accessories etc., Supply and fixing of 1200 mm sweep AC Ceiling fan with down rod, capacitor with all other connected accessories etc.,complete as per Supply, fixing and commissioning of 300 mm (12”) sweep Heavy duty Exhaust Fan including mounting bracket fixing arrangements, bolts, Supply and laying of 25 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work, etc for Supply and laying of 32 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work for power Supply, fixing and connecting of Single Door Flush type Sub Distribution Board (concealed) Similar to Havell's make Catalogue Supply, fixing, connecting of sheet steel enclosure with 100 amps TP&N On Load Changeover switch complete ih the S & T generator



5049 Nos. 7,159.00 4.000 28,636.00 0.00 0.00 0.00 28,636.00

5050 Mts. 40.00 50.000 2,000.00 0.00 0.00 0.00 2,000.00

5051 Mts. 326.00 30.000 9,780.00 0.00 0.00 0.00 9,780.00

5052 Nos. 86.00 5.000 430.00 0.00 0.00 0.00 430.00

5053 Mts. 170.00 50.000 8,500.00 0.00 0.00 0.00 8,500.00

5054 Mts. 196.00 30.000 5,880.00 80.00 15,680.00 9,800.00 0.00

5055 Mts. 11.00 80.000 880.00 0.00 0.00 0.00 880.00

5056 Mts. 176.00 10.000 1,760.00 0.00 0.00 0.00 1,760.00

5057 Nos. 1,562.00 2.000 3,124.00 0.00 0.00 0.00 3,124.00

Total of SW-II 34,290.00

5058 Nos. 8,460.00 520.000 4,399,200.00 392.00 3,316,320.00 0.00 1,082,880.00

5059 Nos. 9,762.00 105.000 1,025,010.00 0.00 0.00 0.00 1,025,010.00

5060 Nos. 1,452.00 520.000 755,040.00 0.00 0.00 0.00 755,040.00

5061 Nos. 3,905.00 105.000 410,025.00 0.00 0.00 0.00 410,025.00

5062 Mtrs 59.00 3125.000 184,375.00 4406.00 259,954.00 75,579.00 0.00

5063 Mts. 98.00 19270.000 1,888,460.00 20117.00 1,971,466.00 83,006.00 0.00

5064 Mts. 326.00 600.000 195,600.00 178.00 58,028.00 0.00 137,572.00

Supply and fixing of 70 watts Metal Halide Lamp fitting and lamp with suitable bracket fixed with clamps on GI pipe 50 mm dia. above the Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning both at the Excavation and provision of cable trench size 30 cm wide x 110 cm depth under the road or Track, with single run of RCC hume pipe of size Supply and fixing of cable route indicators at a distance of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 4 core 16 sq.mm as per specification for Distribution of Supply, laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 25 sq.mm as per specification for Incoming Supply and fixing of GI wire of 8 SWG to run along with the UG cable for earth inter connections etc.,Supply and fixing of 'B' class GI pipe of size 50mm (2") dia. with all connected accessories for drawing LT UG cables ….Supply and erection of earthing arrangements for LT Installations complete as per specification.

SW-III - ILLUMINATION OF PASSENGER PLATFORMS, FOB, APPROACH ROADS, PLATFORM SHELTERS, MODIFICATION/ IMPROVEMENTS TO ILLUMINATION ON EXISTING PLATFORMS, ETC.,

Supply and erection of steel tubular pole of height of 7.5 meters long swaged and welded type as per the IS-2713/1980 for platform lighting Supply and erection of steel tubular pole of height of 8.5 meters long swaged and welded type as per the IS-2713/1980 for …….Supply and erection of out door type weather proof 4'-40 watts FT fitting with lamp to be fixed on the Tubular poles and all ………Supply and fixing of 70 watts MHL fitting with lamp and all other connected accessories on the building/ Tubular pole/PSCC……..Supply, laying and connecting of 2 runs of 1.5 sqmm PVC flexible copper wire and one run of 1.0 sqmm PVC flexible copper wire for earthing Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning both at the Excavation and provision of cable trench size 30 cm wide x 110 cm depth under the road or Track, with single run of RCC hume pipe of size



5065 Nos. 86.00 200.000 17,200.00 0.00 0.00 0.00 17,200.00

5066 Mts. 157.00 21000.000 3,297,000.00 26918.00 4,226,126.00 929,126.00 0.00

5067 Mts. 183.00 500.000 91,500.00 0.00 0.00 0.00 91,500.00

5068 Mts. 105.00 2000.000 210,000.00 2072.00 217,560.00 7,560.00 0.00

5069 Nos. 781.00 88.000 68,728.00 0.00 0.00 0.00 68,728.00

5070 Nos. 781.00 250.000 195,250.00 0.00 0.00 0.00 195,250.00

5071 Nos. 1,692.00 150.000 253,800.00 42.00 71,064.00 0.00 182,736.00

5072 Mts. 404.00 2200.000 888,800.00 738.00 298,152.00 0.00 590,648.00

5073 Mts. 11.00 23500.000 258,500.00 21854.00 240,394.00 0.00 18,106.00

5074 Nos. 1,302.00 29.000 37,758.00 55.00 71,610.00 33,852.00 0.00

5075 Nos. 1,562.00 150.000 234,300.00 52.00 81,224.00 0.00 153,076.00

5076 L/s. 32,538.00 11.000 357,918.00 5.00 162,690.00 0.00 195,228.00

Total of SW - III 10,974,588.00

5077 Mtrs. 66.00 16000.000 1,056,000.00 1474.00 97,284.00 0.00 958,716.00

5078 Nos. 5,857.00 80.000 468,560.00 1.00 5,857.00 0.00 462,703.00

5079 Nos. 1,302.00 160.000 208,320.00 12.00 15,624.00 0.00 192,696.00

5080 Nos. 912.00 160.000 145,920.00 7.00 6,384.00 0.00 139,536.00

Supply and fixing of cable route indicators at a distance of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 4 core 16 sq.mm as per specification.Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 25 sq.mm as per specification.Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 2 core10 sq.mm cable for FOBs as per specification.Supply and fixing weather & dust proof 4' X 40 Watts single tube closed industrial flouresent fitting with lamp and all other connected Supply and fixing of WP 4'-40 watts FT (single tube) fitting in the Foot Over Bridges & Cover Over Platforms including wiring in the Supply and fixing of 1400 mm sweep ceiling fan with down rod, capacitor with all other connected accessories on the ……Supply and fixing of cross arms to the roof trusses in the shed/ platform with clamps, bolts, nuts, etc., provision of reel insulators on the Supply and fixing of GI wire of 8 SWG to run along with the UG cable for earth inter connections etc.,Supply and fixing of 4 terminal out door type sheet iron junction boxes for Foot Over Bridge, and Cover over shelters etc.,Supply and erection of earthing arrangements for LT Installations complete as per specification.Dismantling of Overhead mains, Rail poles, Water coolers on the platforms, Ceiling fans, FT fittings indoor & out door Type…..

SW-IV - AUGMENTATION / MODIFICATION OF EXISTING POWER SUPPLY DISTRIBUTION ARRANGEMENTS TO STATIONS, SERVICE BUILDINGS AND STAFF QUARTERS ETC.,

Supply and stringing of LT OH mains with AAAC of size 7/3.10 mm (50 sq.mm.) with all connected accessories.Supply and erection of 9 meter PSCC long Poles of 200 Kg working load including casting of foundation 1:3:6 ratio etc., complete with muffing to a Supply and fixing of 4'-4 way cross arms with insulators along with clamps, bolts, nuts etc., and all other connected accessories.Supply and fixing of 2'-2 way cross arms with insulators along with clamps, bolts, nuts etc., and all other connected accessories.



5081 Nos. 2,603.00 64.000 166,592.00 13.00 33,839.00 0.00 132,753.00

5082 Nos. 5,857.00 15.000 87,855.00 0.00 0.00 0.00 87,855.00

5083 Spans 3,515.00 80.000 281,200.00 0.00 0.00 0.00 281,200.00

5084 Mtrs. 33.00 5000.000 165,000.00 1297.00 42,801.00 0.00 122,199.00

5085 Mtrs. 326.00 750.000 244,500.00 250.00 81,500.00 0.00 163,000.00

5086 Mtrs. 157.00 1800.000 282,600.00 1527.00 239,739.00 0.00 42,861.00

5087 Mtrs. 183.00 1800.000 329,400.00 1424.00 260,592.00 0.00 68,808.00

5088 Mtrs. 282.00 1800.000 507,600.00 505.00 142,410.00 0.00 365,190.00

5089 Nos. 86.00 575.000 49,450.00 0.00 0.00 0.00 49,450.00

5090 Mtrs. 1,302.00 150.000 195,300.00 78.00 101,556.00 0.00 93,744.00

5091 Mtrs. 11.00 5400.000 59,400.00 1309.00 14,399.00 0.00 45,001.00

5092 Nos. 1,302.00 80.000 104,160.00 0.00 0.00 0.00 104,160.00

5093 Nos. 1,562.00 100.000 156,200.00 13.00 20,306.00 0.00 135,894.00

5094 Spans 1,953.00 25.000 48,825.00 128.00 249,984.00 201,159.00 0.00

5095 Nos. 176.00 25.000 4,400.00 166.00 29,216.00 24,816.00 0.00

Total of SW - IV 1,341,491.00

5096 Set 36,442.00 30.000 1,093,260.00 4.00 145,768.00 0.00 947,492.00

Supply and erection of single Guy arrangement with Guy wire of size 7/2.50 mm,clamp, turn buckle, stay insulator, termination of guy wire on Supply and erection of strut poles with pre-stressed cement concrete pole 8.0 meters long 200 KG working load,………Supply and providing LT Guarding arrangements on X-arms with 8 SWG GI wire, cross lacings for gaurding and clamps, bolts, nuts etc completeExcavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning …Excavation and provision of cable trench of size 30 cm wide x 110 cm depth,under the road or Track with single run of RCC hume pipe of size Supply, laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 4 core 16 sq.mm as per specification.Supply,laying, connecting, testing and commissionig of 1100 volts LT UG cable of size 3.5 core 25 sq.mm as per specification.Supply, laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 50 sq.mm as per specification.Supply and fixing of cable route indicators at a distance of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Supply and fixing of 'B" class GI pipe of size 100 mm (4") dia. With all connected accessories for protection of cable at road crossings.Supply and fixing of GI wire of 8 SWG to run along with the UG cable for earth inter connections etc.,Supply and erection of out door type weather proof 4'-40 watts FT fitting with lamp to be fixed on the PSCC/Tubular poles and all other Supply and erection of earthing arrangements for LT Installations complete as per specification.Dismantling of OH mains with insulators, cross arms, stay sets etc., complete and to handover to the engineer.Cutting of poles to a level of 1 feet below ground level after releasing the OH mains with insulators etc., complete.

SW-V - MODIFICATION TO 11 KV HT OVER HEAD POWER LINE TRACK CROSSING BY UG CABLE

Excavation of pit of size 700 mm X 700 mm X 1500 mm deep and supply and erection of two numbers of Double pole………



5097 Set 5,857.00 30.000 175,710.00 22.00 128,854.00 0.00 46,856.00

5098 Nos. 2,603.00 60.000 156,180.00 0.00 0.00 0.00 156,180.00

5099 Set 5,857.00 60.000 351,420.00 15.00 87,855.00 0.00 263,565.00

5100 Nos. 0.00 15.000 0.00 0.00 0.00 0.00 0.00

5101 Mtrs. 977.00 450.000 439,650.00 302.00 295,054.00 0.00 144,596.00

5102 Mts. 40.00 1350.000 54,000.00 1672.00 66,880.00 12,880.00 0.00

5103 Mtrs. 1,432.00 4200.000 6,014,400.00 2596.00 3,717,472.00 0.00 2,296,928.00

5104 Nos. 32,538.00 60.000 1,952,280.00 46.00 1,496,748.00 0.00 455,532.00

5105 Nos. 86.00 135.000 11,610.00 45.00 3,870.00 0.00 7,740.00

5106 Mtrs. 1,302.00 300.000 390,600.00 276.00 359,352.00 0.00 31,248.00

5107 Mtrs. 17.00 4200.000 71,400.00 1805.00 30,685.00 0.00 40,715.00

5108 Nos. 261.00 60.000 15,660.00 20.00 5,220.00 0.00 10,440.00

5109 Nos. 241.00 60.000 14,460.00 28.00 6,748.00 0.00 7,712.00

5110 Nos. 241.00 60.000 14,460.00 0.00 0.00 0.00 14,460.00

5111 Nos. 2,603.00 60.000 156,180.00 46.00 119,738.00 0.00 36,442.00

5112 Spans 1,302.00 15.000 19,530.00 14.00 18,228.00 0.00 1,302.00

5113 Nos. 176.00 30.000 5,280.00 14.00 2,464.00 0.00 2,816.00

Total of SW - V 6,484,936.00

Supply, fixing and connecting of 6 Nos. of 11 KV HT disc insulators along with metal parts and other connected accessories complete for Supply and erection of single Guy arrangement with Guy wire of size 7/2.50 mm,clamp, turn buckle, stay insulator, terminating the guy wire to Supply and erection of 2 Nos of struts poles with pre-stressed cement concrete pole 8.0 meters long 200 KG working………Supply, erection, testing and commissioning of 200 amps AB switch for 11 KV System complete.Excavation of cable trench in all types of soils of size 300 mm width X 1100 mm deep and with 2 Nos. of RCC hume pipes…….Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning …….Supply, laying, connecting , testing and commissioning of 3-core, two runs of 185 sq.mm (11 KV XLPE earthed system) HT UG armored Supply and fixing of HT outdoor type heat shrinkable type cable end termination kits 4 Nos. (two on either side of track, ……..Supply and fixing of cable route indicators at an interval of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Supply and fixing of 'B" class GI pipe of size 100 mm (4") dia. With all connected accessories for drawing the cable ……….Supply and fixing of GI wire of 6 SWG to run along with the UG cable for earth inter connections etc.,Supply and fixing of anti climbing devices with clamps, bolts, nuts etc.,

Supply and fixing of Danger boards in Hindi/English and Regional language on enameled steel plate with clamps, bolts, nuts etc.Supply and fixing of cable crossing details board in English on a enameled steel plate with clamps, bolts, nuts etc., Supply and Providing of HT Earthing arrangements as per specification.

Dismantling of HT OH mains with insulators, cross arms, stay sets etc., on either side of crossings and handing over the same to concerned Cutting of poles to a level of 1.0 feet below the ground level after releasing of OH mains with insulators etc., complete.



5114 Nos. 36,442.00 12.000 437,304.00 15.00 546,630.00 109,326.00 0.00

5115 Nos. 5,857.00 24.000 140,568.00 23.00 134,711.00 0.00 5,857.00

5116 Nos. 2,603.00 24.000 62,472.00 8.00 20,824.00 0.00 41,648.00

5117 Nos. 3,254.00 144.000 468,576.00 240.00 780,960.00 312,384.00 0.00

5118 Mtrs. 977.00 225.000 219,825.00 328.00 320,456.00 100,631.00 0.00

5119 Mts. 40.00 675.000 27,000.00 1141.00 45,640.00 18,640.00 0.00

5120 Mtrs. 1,302.00 126.000 164,052.00 252.00 328,104.00 164,052.00 0.00

5121 Nos. 261.00 24.000 6,264.00 7.00 1,827.00 0.00 4,437.00

5122 Nos. 241.00 24.000 5,784.00 19.00 4,579.00 0.00 1,205.00

5123 Nos. 521.00 24.000 12,504.00 0.00 0.00 0.00 12,504.00

5124 Mtrs. 2,630.00 1800.000 4,734,000.00 1714.00 4,507,820.00 0.00 226,180.00

5125 Nos. 32,571.00 24.000 781,704.00 32.00 1,042,272.00 260,568.00 0.00

5126 Nos. 86.00 60.000 5,160.00 35.00 3,010.00 0.00 2,150.00

5127 Mtrs. 17.00 1800.000 30,600.00 1835.00 31,195.00 595.00 0.00

5128 Nos. 2,603.00 24.000 62,472.00 40.00 104,120.00 41,648.00 0.00

5129 Spans 1,302.00 6.000 7,812.00 4.00 5,208.00 0.00 2,604.00

5130 Nos. 176.00 12.000 2,112.00 3.00 528.00 0.00 1,584.00

SW-VI - MODIFICATION TO 33 KV HT OVER HEAD POWER LINE TRACK CROSSING BY UG CABLE.

Excavation of pit of size 700 mm X 700 mm X 1500 mm deep and supply and erection of two numbers of Double pole structure…….Supply and erection of 2 Nos of struts poles with pre-stressed cement concrete pole 8.0 meters long 200 KG working load,……..Supply and erection of single Guy arrangement with Guy wire of size 7/2.50 mm,clamp, turn buckle, stay insulator, anchor rod and plate with Supply and fixing of Disc insulators (4 Nos of 11 KV Disc Insulators per phase) with its metal parts for terminating 33 KV OH mains on Excavation of cable trench in all types of soils of size 300 mm width X 1100 mm deep and with 2 Nos. of RCC hume pipes of 150 mm dia. Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning …….Supply and fixing of 'B" class GI pipe of size 150 mm (6") dia. With all connected accessories for drawing the cable ………Supply and fixing of anti climbing devices with clamps, bolts, nuts etc.,

Supply and fixing of Danger boards in Hindi/English and Regional language on enameled steel plate with clamps, bolts, nuts etc.Supply and fixing of cable crossing details board in English on a enameled steel plate with clamps, bolts, nuts etc., Supply, laying and connecting of 33 KV HT XLPE cable 240 Sq.mm 3 core (2 runs) on either side of crossings as per specification.Supply, fixing, connecting and commissioning of heat shrinkable cable end kits for 240 Sq.mm 3 core for 33 KV HT cable on either side of Supply and fixing of cable route indicators at a distance of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Supply and fixing of GI wire of 6 SWG to run along with the UG cable for earth inter connections etc.,Supply and Providing of HT Earthing arrangements as per specification .

Dismantling of HT OH mains with insulators, cross arms, stay sets etc., on either side of drawingCutting of poles to a level of 1.0 feet below ground level after releasing the OH mains with insulators etc., complete.



Total of SW - VI 7,877,884.00

SW-VII - GENERAL ELECTRIFICATION OF STATION BUILDINGS

5131 Point 586.00 2034.000 1,191,924.00 1544.00 904,784.00 0.00 287,140.00

5132 Nos. 228.00 270.000 61,560.00 35.00 7,980.00 0.00 53,580.00

5133 Mts. 53.00 2800.000 148,400.00 8033.00 425,749.00 277,349.00 0.00

5134 Mts. 40.00 5500.000 220,000.00 9155.00 366,200.00 146,200.00 0.00

5135 Mts. 37.00 18600.000 688,200.00 10351.00 382,987.00 0.00 305,213.00

5136 Mts. 50.00 4500.000 225,000.00 4617.00 230,850.00 5,850.00 0.00

5137 Nos. 586.00 1200.000 703,200.00 0.00 0.00 0.00 703,200.00

5138 Nos. 1,692.00 680.000 1,150,560.00 157.00 265,644.00 0.00 884,916.00

5139 Nos. 274.00 280.000 76,720.00 144.00 39,456.00 0.00 37,264.00

5140 Nos. 2,603.00 154.000 400,862.00 63.00 163,989.00 0.00 236,873.00

5141 Nos. 104,120.00 5.000 520,600.00 5.00 520,600.00 0.00 0.00

5142 Nos. 58,568.00 17.000 995,656.00 16.00 937,088.00 0.00 58,568.00

5143 Nos. 9,111.00 32.000 291,552.00 22.00 200,442.00 0.00 91,110.00

5144 Nos. 7,809.00 22.000 171,798.00 15.00 117,135.00 0.00 54,663.00

5145 Nos. 8,460.00 22.000 186,120.00 17.00 143,820.00 0.00 42,300.00

5146 Nos. 9,762.00 22.000 214,764.00 0.00 0.00 0.00 214,764.00

Wiring with two runs of 1.5 Sq.mm 1100 V PVC insulated multi stranded copper conductor and one run of flexible ………Wiring with two runs of 1.5 Sq.mm PVC insulated multi stranded copper conductor and 1 run of 1.0 Sq.mm PVC 1100 V …Supply and runing of two runs of 4.0 Sq.mm1100 V PVC insulated multi stranded copper wires and one run of 2.5 Sq.mm …..Supply and run of two runs of 2.5 Sq.mm 1100V PVC insulated multi stranded copper conductor wires and one run of 1.0 Sq.mm PVC Supply and laying of 25 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work, etc for lights Supply and laying of 32 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work, for lights Supply and Erection of 4'-40 watt box type FT fitting on wall/ roof trusses, surfaces including with lamp and all other connected accessories etc., Supply and fixing of 1400 mm sweep AC Ceiling fan with down rod, capacitor with all other connected accessories etc., Complete as per Supply and fixing of 6/16A, 3/6 Pin independent flush type power plug socket with indicator lamp alongwith 6/16A flush modular type fuse unit Supply, fixing and commissioning of 300 mm (12”) sweep Heavy duty Exhaust Fan including mounting bracket fixing arrangements, bolts, Supply, fixing, connecting ,testing & commissioning of Plinth Mounted Single Door Flush type Main Distribution Board………..Supply, fixing, connecting, testing and commissioning of Plinth Mounted Single Door Flush type Main Distribution Board ………Supply, fixing, connecting, testing and commissioning of Single Door Flush type Sub Distribution Board ……….Supply, fixing, connecting, testing and commissioning of Single Door Flush type Sub Distribution Board ……….Supply, fixing, connecting, testing and commissioning of Single Door Flush type Sub Distribution Board………..Supply, fixing, connecting, testing and commissioning of sheet steel enclosure with 100 amps TP&N On Load Changeover switch complete ih



5147 Nos. 1,562.00 50.000 78,100.00 47.00 73,414.00 0.00 4,686.00

5148 Mts. 391.00 200.000 78,200.00 940.00 367,540.00 289,340.00 0.00

5149 Mts. 11.00 5100.000 56,100.00 3517.00 38,687.00 0.00 17,413.00

5150 Mts. 157.00 3500.000 549,500.00 475.00 74,575.00 0.00 474,925.00

5151 Mts. 183.00 500.000 91,500.00 2145.00 392,535.00 301,035.00 0.00

5152 Mts. 282.00 850.000 239,700.00 2308.00 650,856.00 411,156.00 0.00

5153 Mts. 489.00 250.000 122,250.00 0.00 0.00 0.00 122,250.00

5154 Mts. 326.00 100.000 32,600.00 216.00 70,416.00 37,816.00 0.00

5155 Mts. 40.00 1280.000 51,200.00 3240.00 129,600.00 78,400.00 0.00

5156 Nos. 86.00 128.000 11,008.00 50.00 4,300.00 0.00 6,708.00

5157 Each 976,125.00 3.000 2,928,375.00 3.00 2,928,375.00 0.00 0.00

5158 Set 84,598.00 3.000 253,794.00 3.00 253,794.00 0.00 0.00

5159 Set 1,562.00 6.000 9,372.00 0.00 0.00 0.00 9,372.00

5160 Set 10,412.00 6.000 62,472.00 0.00 0.00 0.00 62,472.00

5161 Mtrs 163.00 200.000 32,600.00 0.00 0.00 0.00 32,600.00

5162 Each 5,206.00 3.000 15,618.00 0.00 0.00 0.00 15,618.00

5163 Each 261.00 9.000 2,349.00 0.00 0.00 0.00 2,349.00

Supply and erection of earthing arrangements for LT Installations complete as per specification.Supply and fixing of 'B" class GI pipe of size 50 mm (2") dia. With all connected accessories for drawing the cable ………..Supply and fixing of GI wire of 8 SWG to run along with the UG cable for earth inter connections etc.,Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 4 core 16 sq.mm as per specification.Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 25 sq.mm as per specification.Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 50 sq.mm as per specification.Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 120 sq.mm as per specification.Excavation and provision of cable trench size 30 cm wide x 110 cm depth under the road or Track, with single run of RCC hume pipe of size Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning……Supply and fixing of cable route indicators at a interval of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Diesel Generating Set:Supply, erection, testing and commissioning of Diesel Engine generating set complete with water cooled radiator………..Supply, erection and commissioning Generator Control Panel consisting of the followingSupply and erection of earthing arrangements for LT Installations complete as per specification for DG Set control panel boards.Earthing complete with copper plate of size 60x60cmx6.3mm thick, buried directly in ground (earth pit not less than 2.25 metre deep below normal Supply and fixing of G.I. tape on surface including of G.I Strip 32 mm x 6 mm including provision of all fixing accessories.Supply and fixing of portable 9 litres capacity fire extinguishers in the DG Set Room as per IS.Providing and fixing of the best quality MS enamell coated Danger Boards of 9” X 9” size as per the requirement of local Electrical



5164 Mtrs 1,953.00 20.000 39,060.00 0.00 0.00 0.00 39,060.00

5165 Mtrs 2,603.00 30.000 78,090.00 0.00 0.00 0.00 78,090.00

5166 Mtrs 768.00 100.000 76,800.00 0.00 0.00 0.00 76,800.00

5167 Set 9,762.00 3.000 29,286.00 0.00 0.00 0.00 29,286.00

5168 Each 651.00 18.000 11,718.00 0.00 0.00 0.00 11,718.00

5169 Each 9,762.00 3.000 29,286.00 0.00 0.00 0.00 29,286.00

Total of SW - VII 9,690,816.00

5170 No. 208,240.00 6.000 1,249,440.00 6.00 1,249,440.00 0.00 0.00

5171 Set 162,688.00 6.000 976,128.00 6.00 976,128.00 0.00 0.00

5172 Set 58,568.00 6.000 351,408.00 6.00 351,408.00 0.00 0.00

5173 Set 13,015.00 6.000 78,090.00 6.00 78,090.00 0.00 0.00

5174 Nos. 9,371.00 24.000 224,904.00 24.00 224,904.00 0.00 0.00

5175 No. 19,523.00 6.000 117,138.00 6.00 117,138.00 0.00 0.00

5176 Set 26,030.00 6.000 156,180.00 6.00 156,180.00 0.00 0.00

5177 Set 3,905.00 6.000 23,430.00 0.00 0.00 0.00 23,430.00

5178 Set 3,905.00 6.000 23,430.00 6.00 23,430.00 0.00 0.00

5179 Mts. 40.00 420.000 16,800.00 0.00 0.00 0.00 16,800.00

Providing and fixing of 1000 mm wide 15 mm thick rubber floor mat for the full length of electrical panel boards.Providing and fixing of suitable size MS pipes for Exhaust system including lagging with rock wool insulation with aluminium cladding as Supplying laying, effecting proper connections, testing and commissioning of size 3.5 core 185 sqmm XLPE Cable 1.1 KV PVC Supply of service spare for DG Set (like fuel filter, lub filter, water filter, head gasket etc) as per specification.Supply and fixing of terminal joints/connections, crimping of terminal lugs to the cable above at the DG Set and at the control panle Supply and erection of 250 Amp TP&N heavy duty on load change over switch with sheet steel enclosure

SW-VIII - ELECTRIFICATION OF CIRCULATING AREA LIGHTING BY PROVIDING HIGH MAST OF 16 METERS HEIGHT

Design, fabrication supply, erection, testing & commissioning of 16 mtrs. high mast system complete made in 2 sections …….Supply and fixing of accessories for 16 mtrs. high mast including head frame, stainless steel wire rope 6 mm dia double drum winch, motor, Excavation of earth, design and casting M 20 concrete foundation for 16 mtrs. high mast with all connected works and supply of Supply and grouting of foundation bolts as per templates of highmast base, manufactured from special steel ……….Supply, erection, testing and commissioning of specially designed non integral flood light luminaries with 2 x 400 W Metal Halide Supply and fixing of high power three phase reversible power tool for Electrical operation of raising and lowering of lantern carriage with all Supply, fixing and commissioning of built in type sheet steel control panel board of suitable size to be fixed in the high mast…Fabrication, supply and erection of protective fencing 2 x 2 Meters square around the high mast with suitable size ……..Supply and fixing of twin aviation obstruction lights type BJAOL 100 or similar with lamps complete on the mast as per the scope of workExcavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand ………



5180 Mts. 326.00 200.000 65,200.00 38.00 12,388.00 0.00 52,812.00

5181 Mtrs 391.00 120.000 46,920.00 6.00 2,346.00 0.00 44,574.00

5182 Mts. 196.00 600.000 117,600.00 0.00 0.00 0.00 117,600.00

5183 Nos. 86.00 80.000 6,880.00 0.00 0.00 0.00 6,880.00

5184 Mtrs 326.00 120.000 39,120.00 120.00 39,120.00 0.00 0.00

5185 Mts. 11.00 600.000 6,600.00 595.00 6,545.00 0.00 55.00

5186 Nos. 1,562.00 12.000 18,744.00 12.00 18,744.00 0.00 0.00

Total of SW - VIII 3,255,861.00

Excavation and provision of cable trench under the road or Track of size 30 cm wide x 110 cm depth, with ……….Supply and laying of GI pipe of size 100mm dia in the trench including couplings with all connected materialsSupply, laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 25 sq.mm as per specification.Supply and fixing of cable route indicators at a distance of 10 meters longitudinally. The indicators shall be cast iron with inscription as "POWER Supply, fixing and connecting of copper cable of 12 core x 2.5 sqmm with all connected accessories as per specification.Supply and fixing of GI wire of 8 SWG to run along with the UG cable for earth inter connections etc.,Supply and erection of earthing arrangements for LT Installations complete as per specification.



SW-IX - PROVISION OF SUB-MERSIBLE PUMPS

5187 Set 84,598.00 7.000 592,186.00 0.00 0.00 0.00 592,186.00

5188 Set 13,015.00 7.000 91,105.00 0.00 0.00 0.00 91,105.00

5189 Mts. 196.00 350.000 68,600.00 0.00 0.00 0.00 68,600.00

5190 Mts. 11.00 350.000 3,850.00 0.00 0.00 0.00 3,850.00

5191 Mts. 40.00 245.000 9,800.00 0.00 0.00 0.00 9,800.00

5192 Nos. 1,562.00 2.000 3,124.00 0.00 0.00 0.00 3,124.00

Total of SW - IX 0.00

SW-X - ELECTRIFICATION OF GATE LODGES

5193 Nos. 586.00 54.000 31,644.00 0.00 0.00 0.00 31,644.00

5194 Nos. 1,627.00 27.000 43,929.00 11.00 17,897.00 0.00 26,032.00

5195 Mts. 37.00 540.000 19,980.00 97.00 3,589.00 0.00 16,391.00

5196 Mts. 50.00 200.000 10,000.00 57.00 2,850.00 0.00 7,150.00

5197 Point 391.00 81.000 31,671.00 49.00 19,159.00 0.00 12,512.00

5198 Nos. 274.00 27.000 7,398.00 0.00 0.00 0.00 7,398.00

5199 Mtrs 40.00 540.000 21,600.00 16.00 640.00 0.00 20,960.00

5200 Mtrs 53.00 405.000 21,465.00 0.00 0.00 0.00 21,465.00

5201 Mtrs 189.00 675.000 127,575.00 458.00 86,562.00 0.00 41,013.00

5202 Set 3,905.00 54.000 210,870.00 6.00 23,430.00 0.00 187,440.00

Supply and erection of electrically driven sub-mersible pump sets for operation in 150mm dia bore wells capable ………Fabrication, supply and erection of switch board for incoming supply with the following switches etc., complete……..Supply, laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 3.5 core 25 sq.mm as per specification.Supply and fixing of GI wire of 8 SWG to run along with the UG cable for earth inter connections etc.,Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning both at the Supply and erection of earthing arrangements for LT Installations complete as per specification.

Supply and Erection of 4'-40 watt Box type FT fitting on wall/ roof , surfaces including lamp with all other connected accessories etc., Supply and fixing of 1200 mm sweep AC Ceiling fan with down rod, capacitor and all other connected accessories etc., Complete as per Supply and laying of 25 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work, etc for lights Supply and laying of 32 mm dia, 2 mm thick PVC concealed conduit pipe with deep boxes, normal bends, including masonry work, for lights Wiring with two runs of 1.5 Sq.mm 1100 V PVC insulated multi stranded copper conductor and one run of ………Supply and fixing of 6/16A, 3/6 Pin independent flush type power plug socket with indicator lamp alongwith 6/16A ……Supply and run of Two runs of 2.5 Sq.mm 1100V PVC insulated flexible copper conductor wires and one run of 1.0 Sq.mm PVC insulated ……..Supply and run of two runs of 4.0 Sq.mm 1100 V PVC insulated multi stranded copper wires and one run of 2.5 Sq.mm PVC insulated flexible Supply, laying, connecting of two runs of 10 Sq.mm 1100 V PVC insulated multi stranded copper wires and one run of existing 8 SWG Supply and fixing of Flush type Teak wood meter board of suitable size with Hylam / Decolom sheet top 3 mm thick …….



5203 Set 7,809.00 27.000 210,843.00 0.00 0.00 0.00 210,843.00

5204 Nos. 1,562.00 27.000 42,174.00 6.00 9,372.00 0.00 32,802.00

5205 Mts. 157.00 675.000 105,975.00 782.00 122,774.00 16,799.00 0.00

5206 Mts. 40.00 500.000 20,000.00 590.00 23,600.00 3,600.00 0.00

5207 Mts. 326.00 300.000 97,800.00 187.00 60,962.00 0.00 36,838.00

5208 Nos. 86.00 80.000 6,880.00 0.00 0.00 0.00 6,880.00

5209 Nos. 8,460.00 2.000 16,920.00 0.00 0.00 0.00 16,920.00

5210 Nos. 8,460.00 2.000 16,920.00 1.00 8,460.00 0.00 8,460.00

5211 Nos. 7,159.00 52.000 372,268.00 32.00 229,088.00 0.00 143,180.00

5212 Nos. 1,627.00 52.000 84,604.00 0.00 0.00 0.00 84,604.00

5213 Mtrs 131.00 150.000 19,650.00 0.00 0.00 0.00 19,650.00

ELECTRIFICATION OF GATE LODGES BY SOLAR SYSTEM

5214 Nos 1,953.00 9.000 17,577.00 0.00 0.00 0.00 17,577.00

5215 Nos 977.00 3.000 2,931.00 0.00 0.00 0.00 2,931.00

5216 Dust to dawn charge regulator Nos 1,042.00 3.000 3,126.00 0.00 0.00 0.00 3,126.00

5217 Nos 651.00 3.000 1,953.00 0.00 0.00 0.00 1,953.00

5218 Nos 977.00 3.000 2,931.00 0.00 0.00 0.00 2,931.00

5219 Outdoor fitting with PL - 7 Lamp Nos 651.00 3.000 1,953.00 0.00 0.00 0.00 1,953.00

Supply, fixing and connecting of Single Door Flush type Sub Distribution Board (concealed) Similar to Havell's make Catalogue Supply and erection of earthing arrangements for LT Installations complete as per specification.Supply,laying, connecting, testing and commissioning of 1100 volts LT UG cable of size 4 core 16 sq.mm as per specification.Excavation and provision of cable trench of size 30 cm wide x 90 cm depth, in all types of soils provision of sand cushioning ….Excavation and provision of cable trench under the road or Track of size 30 cm wide x 110 cm depth, with single run …..Supply and fixing of cable route indicators at a interval of 10 meters longitudinally. The indicators shall be cast iron with inscription "POWER Supply and fixing of 150 watts MHL fitting with lamp and all other connected accessories etc.,.Supply and erection of steel tubular pole of height of 7.5 meters long swaged and welded type as per the IS-2713/1980 for Level crossing road Supply and erection of steel tubular pole of height of 5.5 meters long swaged and welded type as per the IS-2713/1980 for Level crossing road Supply and fixing of WP/Dustproof 2 X 40 Watt FT Fitting with lamps and all other connected accessories etc.,Supply and fixing of 2 runs of 1.5 sqmm PVC multi stranded Copper wire and 1 run of 1.0 sqmm PVC flexible Copper wire for ……..

Electrification of Gate lodges by Solar System with Solar Photo votaic modules 30 WPLow maintenance Battery bank 12 Volts, 120 AH

Battery box of suitable sizes to accommodate

Pole mounting structure for modules including GI Pipe 1.5Inches dia and of suitable length



5220 Indoor Fitting with PL - 7 Lamp Nos 651.00 3.000 1,953.00 0.00 0.00 0.00 1,953.00

5221 PL - 7 Spare lamps Nos 196.00 6.000 1,176.00 0.00 0.00 0.00 1,176.00

Total of SW - X 608,383.00

Total: 66,267,170 40,268,249

Less 11.182376% 7,410,244 4,502,947

Total: 58,856,926 35,765,302

0 0



NS Item

1

T-51x 28 Watt Box type fittingNos. 986.00 1718.000 1,693,948.00 729 718,794.00 0.00 975,154.00

2

Nos. 2712.00 994.000 2,695,728.00 425 1,152,600.00 0.00 1,543,128.00

3

Nos. 7932.13 120.000 951,855.60 45 356,945.85 0.00 594,909.75

51" Dia MS Conduit

RMT 75.00 320.000 24,000.00 3 225.00 0.00 23,775.00

8

LT 3.5 C x 120mm2 XLPE Cable

RMT 780.00 475.000 370,500.00 3759 2,932,020.00 2,561,520.00 0.00

9 RMT 75.00 4400.000 330,000.00 7948 596,100.00 266,100.00 0.00

10

RMT 30 2200.000 66,000.00 1227 36,810.00 0.00 29,190.00

Supply, fixing, connecting, testing and commissisoning of 4 feet box type T-5 x 28 Watt, energy efficient flourscent tube light fitting (EFE.TL with T-5 lamp of 28 watt and with supply and fixing Model No. CONCPW1000LUM BOX 1X28W with AI reflector

T-51x28 Watt Weather proof street light fittingSupply, fixing, connecting, testing and commissisoning of 4 feet weather proof premium energy efficient flourscent tube light fitting T-51x28 watt T-5 lamp of 28 watt and with supply and fixing of all the relevant materials.

T-54X24 Watt Weather Proof street light fittings

Supply, fixing, connecting, testing and commissioning of 2 feet weather proof premium energy efficieint fluorescent street light fitting T - 54x24 watt with T-5 lamp of 24 watt and with supply and fixing of all the relevant materials.

Supply and fixing of 1" Dia MS Conduit

Supply, laying connecting testing and commissioning of 1100 V UG XLPE cable of size 3.5 C x 120 mm2 with suitable lugs and along with 8 SWG GI wire

PVC CU cable of size 6 mm2

Supply and running of 6 mm2 1100 PVC Cu cable in existing PVC/Meetal conduit

N.S.Item No. 10 : PVC CU Cable of size 2.5 mm2

Supply and running of 2.5 mm2 1100 PVC Cu cable in existing PVC/Meetal conduit



11 RMT 120 1000.000 120,000.00 799 95,880.00 0.00 24,120.00

13

Water Coolers

Nos. 27300.00 5.000 136,500.00 5 136,500.00 0.00 0.00

14 RCC Cable route indicators Nos. 280.00 1283.000 359,240.00 314 87,920.00 0.00 271,320.00

15 Name Board Brackets Nos. 3232.00 80.000 258,560.00 34 109,888.00 0.00 148,672.00

16 Extra charges for High Mast Nos. 54290.83 6.000 325,744.98 6 325,744.98 0.00 0.00

17Mtrs 5017.00 541.000 2,714,197.00 541 2,714,197.00 0.00 0.00

18

Nos 55164.00 10.000 551,640.00 10 551,640.00 0.00 0.00

19 Each 25185.00 1.000 25,185.00 3 75,555.00 50,370.00 0.00

20 Core Drilling for power line crossing. Each 20000.00 4.000 80,000.00 4 80,000.00 0.00 0.00

Total: 9,970,819.83

Relocation of existing LT & HT cables of all sizes duly removing of existing LT & HT cables along with GI/MS pipes both UG and exposed to air and laying of cables

Supply, installation and commissioning of self contained drinking water cooler similar to Usha make 80 Lts cooling capacity 40 Lts/hr. The scope includes supply and fixing of 32 A DP MCB along with enclosure

Supply, laying, testing and commissioning of 33KV, 400sqmm XLPE UG cable.

Supply, erection and commissioning of end termination kit out door type for 3 core 400sqmm XLPE cable.

Dismantling of HT OH mains DC on towers.

VARIATION STATEMENT FOR SCHEDULE - 5 (GENERAL ELECTRICALS)

Remarks

Name of the work : Earth work in formation, Construction of Bridges, Service and Residential Buildings, Installation of Track, Remodeling of Station Yards, Electrical works and other miscellaneous works along with testing and commissioning, including supply of all materials except Rails, PSC Sleepers, CMS Crossings and Thick Web Switches in connection with Patch Doubling of Gooty –

Remarks

SCHEDULE - 6 SITE FACILITIES



6001 13,271.00 665 8,825,215.00 425.241 5,643,373.31 0.00 3,181,841.69

6002 LS 1,232,315.00 1 1,232,315.00 0.95 1,170,699.25 0.00 61,615.75

6003 0.00 0.00

(a) Mahindra Marshal or Similar vehicle 31,510.00 138 4,348,380.00 1 31,510.00 0.00 4,316,870.00

(b) Tata Sumo or Similar vehicle 34,250.00 408 13,974,000.00 800.641 27,421,954.25 13,447,954.25 0.00

Total: 28,379,910 34,267,537

Less 11.182376% 3,173,548 3,831,925

Total: 25,206,362 30,435,612

NS Item

NS6/1 8.50 80000 680,000.00 134994 1,147,449.00 467,449.00 0.00

Total: 1,147,449


Providing and maintaining site offices for Engineer and Employer, Contractor's material, Labour, Tools and Plant, Equipment etc., including provision ……….

Per Sq.m.

of Plinth area

including

Corridor

Providing and maintaining Furniture and Office equipment as given in "Site Facilities for the Employer and Engineer" in Section 6 (Employer's Requirement) Part II of Bidding Documents.

Providing and maintaining Road Vehicle mentioned below for the use of Engineer/Employer in "Site Facilities for the Employer and Engineer" in Section 6 (Employer's Requirement) Part II of Bidding Documents.

Vehicle Month

Vehicle Month

Extra Kilometer rate above BOQ Item No.6003 as per Clause No.3.4.2(Corrigendum No.2) for movement of running vehicles for maximum distance of 3000 Kilometers per month

Addl. KM

In the exigencies, the vehicles are required to run more than 3,000 Kms per month

SCHEDULE - 7 DAY WORKS



1: LABOUR

DWL1 Mazdoor Hour 21 2000 42,000.00 17522.7 367,976.70 325,976.70 0.00

DWL2 Brick layer Hour 25 25000 625,000.00 0 0.00 0.00 625,000.00

DWL3 Mason Hour 28 600 16,800.00 0 0.00 0.00 16,800.00

DWL4 Carpenter Hour 28 50 1,400.00 16 448.00 0.00 952.00

DWL5 Steel work erector Hour 28 50 1,400.00 0 0.00 0.00 1,400.00

DWL6 Chowkidar Hour 35 50 1,750.00 0 0.00 0.00 1,750.00

DWL7 1st Class Blacksmith Hour 36 120 4,320.00 0 0.00 0.00 4,320.00

DWL8 2nd Class Blacksmith Hour 35 120 4,200.00 0 0.00 0.00 4,200.00

DWL9 1st Class Fitter Hour 35 120 4,200.00 0 0.00 0.00 4,200.00

DWL10 2nd Class Fitter Hour 35 120 4,200.00 0 0.00 0.00 4,200.00

DWL11 Driver Hour 35 400 14,000.00 135.4 4,739.00 0.00 9,261.00

DWL12 Welder Hour 46 120 5,520.00 0 0.00 0.00 5,520.00

DWL13 Lookout Man Hour 46 300 13,800.00 0 0.00 0.00 13,800.00

DWL14 Painter Hour 46 120 5,520.00 0 0.00 0.00 5,520.00

DWL15 Hour 46 240 11,040.00 129.91 5,975.86 0.00 5,064.14

DWL16 Hour 46 240 11,040.00 67.7 3,114.20 0.00 7,925.80

DWL17 Rock breaker Hour 35 120 4,200.00 0 0.00 0.00 4,200.00

DWL18 Stone chiseller Hour 35 120 4,200.00 1448 50,680.00 46,480.00 0.00

DWL19 Sewerman Hour 35 50 1,750.00 0 0.00 0.00 1,750.00

DWL20 Spray man (for bitumen, tar etc.) Hour 35 50 1,750.00 0 0.00 0.00 1,750.00

DWL21 Skilled beldar Hour 46 240 11,040.00 0 0.00 0.00 11,040.00

DWL22 White washer Hour 35 120 4,200.00 0 0.00 0.00 4,200.00


Operator for excavator, drag line shovel or crane.Operator for Tractor with dozer blade or ripper



DWL23 Mechanic Hour 46 120 5,520.00 0 0.00 0.00 5,520.00

DWL24 Electrician Hour 46 120 5,520.00 0 0.00 0.00 5,520.00

DWL25 Wireman Hour 46 120 5,520.00 0 0.00 0.00 5,520.00

DWL26 Lineman Hour 46 120 5,520.00 0 0.00 0.00 5,520.00

DWL27 Cable Jointer Hour 46 120 5,520.00 0 0.00 0.00 5,520.00

2: SUPPLY OF MATERIAL

DWM1 Tonne 4220 10 42,200.00 0 0.00 0.00 42,200.00

DWM2 HYSD Reinforcement steel Tonne 41100 10 411,000.00 0 0.00 0.00 411,000.00

DWM3 60 Kg 90 UTS T-12 Rails Tonne 70829 10 708,290.00 0 0.00 0.00 708,290.00

DWM4 Each 2384 100 238,400.00 0 0.00 0.00 238,400.00

DWM5 65 mm size stone ballast 905 100 90,500.00 0 0.00 0.00 90,500.00

DWM6 Sand (coarse) 411 10 4,110.00 0 0.00 0.00 4,110.00

DWM7 Stone ballast 40mm gauge 905 30 27,150.00 0 0.00 0.00 27,150.00

DWM8 Stone chips 20mm gauge 905 20 18,100.00 0 0.00 0.00 18,100.00

DWM9 Stone grit 6mm to 10mm 857 10 8,570.00 0 0.00 0.00 8,570.00

DWM10 tonne 47950 10 479,500.00 0 0.00 0.00 479,500.00

DWM11 Well burnt bricks 3425 10 34,250.00 0 0.00 0.00 34,250.00

3: CONSTRUCTIONAL PLANT

DWE1 Excavator, shovel or drag line

(a) Upto and including 1 Cum. Hours 1973 100 197,300.00 747.51 1,474,837.23 1,277,537.23 0.00

(b) Over 1 Cum. to 2 Cum. Hours 2466 100 246,600.00 58.75 144,877.50 0.00 101,722.50

(c) Over 2 Cum Hours 2631 100 263,100.00 0 0.00 0.00 263,100.00

DWE2 Concrete Mixer 0.14 cubic metre Hours 206 40 8,240.00 0 0.00 0.00 8,240.00

DWE3 Diesel road Roller - 8 to 10 tonne Hours 822 100 82,200.00 68 55,896.00 0.00 26,304.00

DWE4 Diesel Truck - 7 to 10 tonne capacity Hours 2960 200 592,000.00 0 0.00 0.00 592,000.00

DWE5 Pumpset for pumping water Hours 1336 100 133,600.00 59 78,824.00 0.00 54,776.00

Cement, ordinary portland or equivalent in bags

60 Kg PSC sleepers to RDSO Drg. No.T-2496 Alt-II with fastenings and fixtures complete. per

cumper cumper cumper cumper cum

Structural steel such as tees, angles, channels, R.S. joists, etc.

1000 Nos.



DWE6 Vibrator Hours 165 100 16,500.00 0 0.00 0.00 16,500.00

DWE7 Rail sawing Machine Hours 2055 100 205,500.00 0 0.00 0.00 205,500.00

DWE8 Rail Drilling Machine Hours 1370 100 137,000.00 0 0.00 0.00 137,000.00

DWE9 Ultrasonic rail flaw detectors Hours 2055 100 205,500.00 0 0.00 0.00 205,500.00

DWE10 Portable Rail grinding machine Hours 2055 100 205,500.00 0 0.00 0.00 205,500.00

DWE11 Dip-lorries 10/15 tonne Hours 2740 100 274,000.00 0 0.00 0.00 274,000.00

DWE12 Rail Tensors Hours 4795 100 479,500.00 0 0.00 0.00 479,500.00

DWE13 Thermit Welding Equipment 47950 100 4,795,000.00 0 0.00 0.00 4,795,000.00

DWE14 Electric Generator Hours 617 100 61,700.00 0 0.00 0.00 61,700.00

DWE15 Tractors with Equipment Trailors Hours 2055 100 205,500.00 67.7 139,123.50 0.00 66,376.50

DWE16 Hours 2740 100 274,000.00 67.7 185,498.00 0.00 88,502.00

DWE17 2466 100 246,600.00 0 0.00 0.00 246,600.00

DWE18 Crane

(a) 10 Tonne Hours 685 100 68,500.00 0 0.00 0.00 68,500.00

(b) 20 Tonne Hours 1028 100 102,800.00 0 0.00 0.00 102,800.00

(c) 30 Tonne Hours 1713 100 171,300.00 0 0.00 0.00 171,300.00

(d) 40 Tonne Hours 2055 100 205,500.00 0 0.00 0.00 205,500.00

(e) 50 Tonne Hours 2466 100 246,600.00 0 0.00 0.00 246,600.00

Total: 12,307,040 2,511,990

Less 11.182376% 1,376,219 280,900

Total: 10,930,821 2,231,090

Complete sets

Truck mounted water Distributors (Tankers)Tractors with ripper over 200 - 250 kw

VARIATION STATEMENT FOR SCHEDULE - 1 (BRIDGE WORKS EXCLUDING CEMENT AND STEEL)



1001

(a) Soil excluding rock. Cum 125.00 1150 143,750.00 3440.890 430,111.25 286,361.25 0.00(b) Rock not requiring blasting. Cum 190.00 350 66,500.00 0.000 0.00 0.00 66,500.00(c) Cum 370.00 350 129,500.00 0.000 0.00 0.00 129,500.00

Notes for Item No.1.

NAME OF THE WORK: CONSTRUCTION OF BRIDGE NO.601 (28 X 6.1m RCC BOX) AT CH: 289/600 BETWEEN KKM -YGD, Br.No.743 (4 x 20.12m PSC Girder) AT CH: 373/900 BETWEEN KOMALI - JUTURU AND BR.NO.744 (4X9.15m PSC SLAB) AT CH: 374/500 BETWEEN KOMALI - JUTURU STATIONS IN CONNECTION WITH PATCH DOUBLING WORK OF GOOTY - PULLAMPET PROJECT ON GUNTAKAL DIVISION OF SOUTH CENTRAL RAILWAY IN ANDHRA PRADESH, INDIA

Earth work in excavation in foundation of bridges to desired profile including backfilling, compaction of back fill, and disposal of surplus earth as per directions of the Engineer.

Rock requiring blasting, but blasting not permitted,hence to be excavated by chieseling.

i) The quantities of excavation will be arrived by multiplying the plan area of the structure at bottom of foundation level with the depth from the average foundation bottom level up to which the excavation is carried out to the average ground levels from where excavation started. The quantity of excavation if any done for side slopes of foundation, made for provision of working space of strutting, shoring and other supports, will not be paid separately. Also, any extra area of excavation made for provision of working space, strutting, shoring and other supports will not be paid for. The rate adopted above is inclusive of the cost of all works.

ii) The rate under the above items includes leading surplus earth from foundations to the places nominated by the Engineer upto a lead of 50 m with all lifts.



1002 25.00 250 6,250.00 281.590 7,039.75 789.75 0.00

1003 Cum 1900.00 210 399,000.00 360.717 685,362.30 286,362.30 0.00

1004 Cum 3050.00 1700 5,185,000.00 2125.000 6,481,250.00 1,296,250.00 0.00

Notes for Item No. 1004

Extra over item 1001 for quantities of works, executed In or under water and/or liquid mud/under foul position including pumping out water as required.Note: The extra percentage rate is applicable limited to quantities of work executed in these difficult conditions. The unit, namely metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the quantity executed in difficult conditions. The depth shall be reckoned correct to 0.1 metre, 0.05 metre or more shall be taken as 0.1 metre and less than 0.05 metre ignored.

CumPer

Metre Depth

Providing and laying cement concrete 1: 3: 6 in foundation and floor using well graded stone aggregate of 40 MM nominal size excluding cost of cement.(cement will be paid extra under relevant item)

Providing and laying design mix control concrete M25 in foundation, footing and sub-structure of piers, retaining walls, wing walls, return walls, bottom/top plug of wells and protection work etc. using well graded stone aggregate of 40 MM nominal size with all contractors' material, labour, tools, machinery, all lead and lifts, curing. etc. complete but excluding cement, as per the specification and as directed by engineer-in-charge. (cement will be paid extra under relevant item)



1005 Cum 4100.00 4170 17,097,000.00 3981.916 16,325,855.60 0.00 771,144.40

1006 Tonne 84000.00 40 3,360,000.00 50.000 4,200,000.00 840,000.00 0.00

Notes for Item No.1006

EW/AC pipes for weep holes are to be provided suitably as per drawing No: GM/W/BR-1453-90 STD. The pipes shall be arranged by the contractor at his own cost. The rate for this item includes the cost of EW/AC pipes, cutting of pipes to required size and fixing them in position as per the approved drawing.

Providing and laying Design mix control concrete M30/M35 in RCC works of raft, pile cap, pier, abutment, well stening, RCC well kerb, well capping slabs, pier cap, RCC boxes, RCC bed blocks, Jacketing, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab, foot path slab, wearing course, ballast retainers, RCC railing, inspection platform, pedestal, boxes and other miscelaneous works using well graded stone aggregate of 20 MM nominal size with all contractors' material, labour, tools, machinery, all lead and lifts, curing. etc. complete but excluding cement & steel, as per the specification and as directed by engineer-in-charge. (cement & steel will be paid extra under relevant item)

Steel work for Cutting Edges of well curbs of single circular well as shown in Drg. No. CAO/C/R/247-A/91 including fabrication (riveted/welded construction) and erection at site with contractor's steel, rivets, bolts, consumable stores, service bolts & nuts as required, labour, tools, plant, equipment & machinery, etc complete as per specifications and as directed by the Engineer-in-charge.



1007 tonne 84000.00 20 1,680,000.00 4.483 376,572.00 0.00 1,303,428.00

Note for Item No.1007

i) The service bolts & nuts, rivets, etc., will not form part of cutting edge and will not be taken into account for calculating the weight & no separate payment will be made for those items.

ii) The M.S plates, angles, etc., as required for fabrication of cutting edge have to be procured by the contractor at his own cost.

iii) The weight of all plate sections will be calculated from the approved drawings using actual required sizes and theoretical unit weights. No reduction will be made for holes & notches . The calculated weight of member will be increased by 3% for riveted and welded construction and 1% in case of purely welded construction to allow for weight of connections.

Providing Steel work in Well Steining of single circular well including cutting the bond rods to required size, bending, placing in position, tying duly providing bond angle to bond rods, including drilling holes in bond angles and placing in position, with all contractor's bond rods, bond angles labour, tools, plant, machinery, consumables, with all lead and lifts, etc., complete as per specifications and as directed by the Engineer-in-charge.

Steel for Bond rods will be paid separately under relevant item .



1008 cum 3100.00 1400 4,340,000.00 1498.309 4,644,757.90 304,757.90 0.00

Note for Item No.1008

1009

(a) Meter 13000.00 63 819,000.00 63.155 821,015.00 2,015.00 0.00

Cement concrete M.25 grade cast-in-situ for Well Steining for circular wells with single dredge hole, as per drawing No.CAO/C/RC/247-A/91, with 40mm max. size graded hard granite stone aggregates of approved quality, with all contractor's materials, shuttering, supports, labour, tools, plant & machinery, all leads & lifts, curing, etc., excluding cement, complete as per specifications and as directed by the Engineer in charge. (cost of cement will be paid extra under relevant item).

The structural steel (MS angles) and TOR/HYSD steel will be paid separately under relevant Items. Materials such as Steel rods, angles, bolts/nuts, etc, required for well steining, are included in this item and will not be paid separately.

Sinking single circular well of 6.00m dia. including dredging and/or excavation inside the well, dewatering if necessary including under water excavation with intensive use of divers, clearing obstructions like boulders and tree trunks etc., in all types of strata other than soft disintegrated and hard rock till the cutting edge reaches the required level as approved by the Engineer, removing and disposal of soil from inside the wells, controlled blasting with mild charges of explosives to facilitate sinking, correcting tilts and shifts of the wells, placing and removing kent ledges and seating the well properly all-around, with all contractor's labour, tools, plant & machinery, leads & lifts, etc complete as per specifications and as directed by Engineer-in-charge.

For depths upto 9 m below the level at which the cutting edge is pitched.



(b) Meter 17000.00 34 578,000.00 41.581 706,877.00 128,877.00 0.00

(c ) Meter 17500.00 40 700,000.00 62.120 1,087,100.00 387,100.00 0.00

1010 tonne 2000.00 15 30,000.00 15.068 30,136.00 136.00 0.00

1011 2600000.00 4 10,400,000.00 4.000 10,400,000.00 0.00 0.00

For depths beyond 9 m but upto 15 m below the level at which the cutting edge is pitched

Extra over item no.9 (a & b) for sinking in hard rock.

Placing 90R or any other section Rails, for Bonding in foundation, substructure and capping slab concrete of piers, abutments, etc, including cutting the rails to the required length, leading the rails to work spot upto 500M lead and placing the rails, while concreting, with all contractor’s labour, tools, hacksaw blades, consumables, plant & equipment, with all leads & lifts, etc., complete as directed by the Engineer-in-charge.

Casting and launchingof prestressed concrete girders of 20.12m of clear span and deckslab, with controlled concrete of not less than M 45 grade( minimum cement content 450kgs/1cum) including diaphragms 1.05m wide box type footpath with footpath slabs onone side and ballast retainer on othe side with M 30 grade RCC ( Minimum cement content 400kgs/cum) and treating the RCC deck with wearing coat of 75mm thick at centre and 50mm at edges with M.25 grade cement concrete ( minimum cement content 350Kgs/1cum) and applying hot bitumen of grade 80/100 ( 1.70kgs) over the surface of wearing coat , supplying and fixing elastometic bearings ( excluding hand railing, drainage spouts and expansion joints ) as per contractor's design and drawings and approved by the Railway with all contractor's cement all other materials such as cable , wire helix metal sheating , cones and elastomeric bearings, hightensile steel,MS/HYSD bars, binding wire 20mm graded hard

Each span



Notes for Item No.1011

granite / trap stone aggregate , sand tools, plant and equipment, shuttering, stagging supports all leads and lifts andcuring etc., complete as per specifications and as directed by the Engineer-in-charge.

i) The Lump sum rate for each span is inclusive of all items of work in the span including stressing, anchoring, grouting and sealing the cable ducts with grout mix using special expansive type additive (FOSROC CANBEX-100 etc.,)

ii) the stage payment under this item will be paid as stated in Sec-6 of Vol-II.

iii) High tensile steel, MS/TOR/HYSD steel for un-tensioned reinforcement, OP Cement, Special cement, Elastomeric bearings, Bitumen and other materials as required for the work shall have to be arranged by the contractor at his cost. He shall submit the test certificates for each of the materials used. The frequency of testing shall be as specified in the relevant specifications.

iv) The adopted rate includes cost for casting & launching of the girders, casting of diaphragms, deck slab, kerbs for footpath, foot path slabs, wearing coat, fixing Elastomeric bearings and bitumen treatment.



1012 80000.00 1 80,000.00 0.000 0.00 0.00 80,000.00

1013 80000.00 1 80,000.00 0.000 0.00 0.00 80,000.00

1014 Cum 750.00 410 307,500.00 270.070 202,552.50 0.00 104,947.50

1015 Cum 280.00 3025 847,000.00 0.000 0.00 0.00 847,000.00

Testing of PSC girders and deck of one span as per the method of test and load specified as per design criteria, including loading of deck with the sand bags or any other suitable material and repeating the test if the recovery is less than 85% of the deflection within 24 hours of removal of the load with contractor's labour, tools, plant and machinery, all leads & lifts, etc., complete as directed by the Engineer and in accordance with the relevant code of practice.

Each span

Testing of subsequent PSC girders and deck if required as per the method of test and load specified as per design criteria, including design criteria at Annexure-B, including loading of deck with the sand bags or any other suitable material and repeating the test if the recovery is less than 85% of the deflection within 24 hours of removal of the load with contractor's labour, tools, plant and machinery, all leads & lifts, etc., complete as directed by the Engineer and in accordance with the relevant code of practice.

each span

Providing and laying dry stone backing behind abutments, wing walls, return walls, RCC boxes with stones not less than 15 CM in any direction and not less than 15 KG (except smaller boulders required for filling voids) in weight.

Providing and laying backfill material behind boulder filling of abutments, wing walls, return walls consisting of granular materials of GW, GP, SW groups as per IS 1498-1970 in required profile .



1016 Cum 760.00 1860 1,413,600.00 89.666 68,146.16 0.00 1,345,453.84

1017

1000 MM dia pile Meter 8000.00 650 5,200,000.00 445.064 3,560,512.00 0.00 1,639,488.00

1018

(a) Each 135000.00 1 135,000.00 1.000 135,000.00 0.00 0.00

(b) Routine test. Each 100000.00 1 100,000.00 0.000 0.00 0.00 100,000.00

1019 Cum 190.00 1625 308,750.00 464.574 88,269.06 0.00 220,480.94

Providing and laying 300 MM thick dry stone pitching in flooring, exposed slopes, etc. with boulders of not less than 30 KG each in weight, hand packed with surface leveled off to the correct section with hammer dressing as necessary including filling the gaps with quarry spalls.

Boring and installing reinforced cement concrete cast-in-situ bored piles in M30/M35 design mix control concrete using well graded stone aggregate of 20 MM including boring in all kinds of soil, boulders and gravels excluding cost of cement and steel (length of pile for payment shall be measured up to the bottom of pile cap. No payment shall be made for boring and concreting from ground level to bottom of pile cap level, (cost of cement and reinforcement will be paid under relevant item)

Conducting load testing on single pile or on separate test pile in accordance with IS: 2911(Part IV) including installation of loading platform, kentlage, preparation of pile head, construction and dismantling of test cap, etc.

Initial vertical load test.

Supplying and filling sand in well, of approved quality in layers of 300 MM including watering, ramming.



1020

each 135000.00 4 540,000.00 0.000 0.00 0.00 540,000.00

1021 sqm 1100.00 315 346,500.00 371.846 409,030.60 62,530.60 0.00

Making island for well in running or standing water for well of dia upto 9 mts including cost of making platform sheet piling, earth/sand filling, gunny bags, bamboos, split bamboo mats, etc. and maintaining the same in good shape till successful completion up to bed block level and clearing water way upto the bed level after completion of work.

upto avearage water depth of 3.0 mts

Providing and fixing hand railing with reinforced cement concrete M30 grade in panels of not more than 2 m clear with cast-in-situ intermediate and end posts with 3 horizontal members pre-cast/cast-in-situ as per drawings, using 20 mm graded hard granite/trap stone aggregate of approved quality duly finishing the surface smooth, chamfering including jointing the reinforcement with kerb wall reinforcement with contractor's OP cement, all other materials, labour, shuttering form work, staging, tools, Plant and Machinery, all leads and lifts and curing etc., complete as per specifications and as directed by Engineer.(Minimum cement 350 kg/cum). The minimum and maximum cementateous material content for the design mix should be as defined in Clause 5.4.5 of Concrete Bridge Code

Note: Payment for the item will be made on projected area measured along the length multiplied by height above the foot path slab level upto the top level of hand railing.



1022 each 21000.00 15 315,000.00 5.000 105,000.00 0.00 210,000.00

1023

(a) each 370.00 40 14,800.00 21.000 7,770.00 0.00 7,030.00

(b) each 150.00 60 9,000.00 0.000 0.00 0.00 9,000.00

1024 each 3500.00 10 35,000.00 5.000 17,500.00 0.00 17,500.00

Providing Expansion joints in the deck slab and kerbs as per approved drawings including fabrication and fixing duly galvanizing all components with contractor's structural steel, dowel bars, bolts and nuts, labour, tools and plant and machinery, all leads and lifts etc., complete as per specification and as directed by the Engineer.

Manufacturing, supplying and fixing Drainage Spouts of required size, shape and length in the deck slab including filling bitumen along the kerb to details as shown in the drawing No. CE/C/RC/88-82 with contractor’s pipes, structural steel such as plates and flats, bitumen, tools, etc., complete as per specifications and as directed by the Engineer-in-charge.

C.I Spouts of 100mm dia with gratingsG.I Spouts of 50mm dia without gratingsFabricating, supplying and fixing in position Steel Ladders of 45cm width as per approved drawing, laid on the top of bed blocks to facilitate getting down from the foot-paths, using contractor's MS flats of size 50x8mm as verticals welded with contractors 40x40x6mm angle at 25cm centre/centre as horizontals for stepping including bending the top of the ladder and inserting in the foot path slab, painting with two coats of approved quality of paint over a prime coat of red led with all contractors structural steel, materials, labour, tools, plant & equipment, all leads & lifts, etc., complete as per specifications and as directed by the Engineer-in-charge.



1025 each 490.00 6 2,940.00 6.000 2,940.00 0.00 0.00

1026 each 490.00 12 5,880.00 0.000 0.00 0.00 5,880.00

1027 each 120.00 10 1,200.00 14.000 1,680.00 480.00 0.00

1028 each 120.00 10 1,200.00 14.000 1,680.00 480.00 0.00

Casting of Bridge Number plaques in-situ of over all size 680x500x380 mm, as per approved drawing in CC 1:2:4 using 20mm and down graded hard granite stone aggregates of approved quality including finishing smooth all the exposed surfaces, engraving the bridge number and flow direction to standard size in ‘V’ shaped groove 12mm deep, applying two coats of white washing for all the surfaces of the plaque and painting the engraved figures in black paint, with all contractor's OP Cement, paint, all leads & lifts, curing, etc., complete as per specifications and as directed by the Engineer-in-charge (Cement as required)

Casting Bridge Detail Plaque in-situ on top of parapet/required location of over all size 600x500x5 mm, in CM 1:3 and engraving/painting all the bridge foundation details such as RL-BF, RL-TF, RL-BL, soil strata, etc., with all contractor's OP Cement, materials, shuttering, labour, tools, all leads & lifts, curing, etc., complete as per specifications and as directed by the Engineer-in-charge. (Cement as required)

Marking and painting "Danger Level" in three coats on the side of bridge abutments/piers as per standards in standard colours with all contractor's paint, brushes, labour, tools, consumables, all leads & lifts, etc., complete, as per specifications and as directed by the Engineer-in-charge.

Marking and painting “HFL” in three coats on the side of bridge abutments/piers as per standards in standard colours with all contractor's paint, brushes, labour, tools, consumables, all leads & lifts, etc., complete, as per specifications and as directed by the Engineer-in-charge.



1029 cum 3100.00 175 542,500.00 0.000 0.00 0.00 542,500.00

1030 spans 75000.00 4 300,000.00 4.000 300,000.00 0.00 0.00

1031 Nos. 500.00 2100 1,050,000.00 2673.000 1,336,500.00 286,500.00 0.00

Total: 56,569,870.00 52,432,657.12

Quantities Beyond 25% of BOQ

1003 Cum 1,995.00 262.283 523,254.59 262.28 523,248.60 5.99 5.99

Cement Concrete M25 grade in wearing coat of RCC boxes with 20mm & down graded hard stone aggregates of approved quality with contracor's OP cement and other materials, shuttering, etc., including all labour, tools, plant and machinery, all lead and lift curing etc., complete excluding cost of cement as per specifications and as directed by the Engineer-in-charge.(cement will be paid under relevant item)

Launching of precast PSC slabs and ballast retainer slabs to suit 9.15m span on to the abutments and piers are on to the stating at bridge site by lifting and placing in position using heavy crane of 20/40 tonne capacity with jacking , pulling, placing using mechanical methods with contractor's labour, tools, plant & machinery , cranes temporary arrangements if any required at site with all leads and lifts etc., complete as per specifications and as directed by the Engineer-in-charge.

Drilling 40mm dia holes upto a depth of 1500 mm in rock surface in the foundation and fixing 32/25mm dia anchor rods of required length and grouting with contractor's cement polymer material or similar cement capsules with al contractor's material, labour, tools, plant and machinery all lead and lifts, etc. complete as per specifications and as directed by engineer in charge.

Providing and laying cement concrete 1: 3: 6 in foundation and floor using well graded stone aggregate of 40 MM nominal size excluding cost of cement.(cement will be paid extra under relevant item)



1004 Cum 3200 575 1,840,000.00 575 1,840,000.00 0.00 0.00

1006 Tonne 88,200.00 6 529,200.00 5.7 502,740.00 26,460.00 26,460.00

1031 Nos. 525.00 48 25,200.00 393.00 206,325.00 -181,125.00 -181,125.00

Total: 3,072,313.60

Grand Total 55,504,970.72

Non Scheduled Items1 Cum 500.00 30 15,000.00 13.77 6,885.00 8,115.00 8,115.00

Providing and laying design mix control concrete M25 in foundation, footing and sub-structure of piers, retaining walls, wing walls, return walls, bottom/top plug of wells and protection work etc. using well graded stone aggregate of 40 MM nominal size with all contractors' material, labour, tools, machinery, all lead and lifts, curing. etc. complete but excluding cement, as per the specification and as directed by engineer-in-charge. (cement will be paid extra under relevant item)Steel work for Cutting Edges of well curbs of single circular well as shown in Drg. No. CAO/C/R/247-A/91 including fabrication (riveted/welded construction) and erection at site with contractor's steel, rivets, bolts, consumable stores, service bolts & nuts as required, labour, tools, plant, equipment & machinery, etc complete as per specifications and as directed by the Engineer-in-charge.

Drilling 40mm dia holes upto a depth of 1500 mm in rock surface in the foundation and fixing 32/25mm dia anchor rods of required length and grouting with contractor's cement polymer material or similar cement capsules with al contractor's material, labour, tools, plant and machinery all lead and lifts, etc. complete as per specifications and as directed by engineer in charge.

Dismantling of cement concrete including disposal of broken materials upto lead of 100 mts. with all contractor's labour, tools, plant and equipment as directed by the engineer in-charge.



2 RMT 2800.00 70 196,000.00 70.00 196,000.00 0.00 0.00

3 MT 75000.00 68 5,100,000.00 67.39 5,054,325.00 45,675.00 45,675.00

4 Per Hour 2000.00 82 164,000.00 81.00 162,000.00 2,000.00 2,000.00

Total: 5,419,210.00

Providing coffer dam in the running stream using sand bags including supply of sand filling the sand in the contractor's empty gunny bags with jute/GI wire and placing the sand bags in position on either side of the coffer dam of size top width 1.7 mt

Fabricating and fixing of MS liner fabricated from MS sheet of thickness of 8 to 10mm for 1000 mm dia bored pile with all contractor's men, material (including MS sheet), tools, welding, plant and machinery, consumables including transportation to the site of work with all lead and lift Excavation of trench for diversion of cable between Br.743 and 744 by using excavator of bucket capacity upto 1 cum in all types of soil including soft rock not requiring blasting upto a depth of 1 mt. and closing the trench after laying the cable with all contractor's men, machinery, tools, plant and all leads and lifts etc.

VARIATION STATEMENT FOR SCHEDULE - 1 (BRIDGE WORKS EXCLUDING CEMENT AND STEEL)

Remarks

NAME OF THE WORK: CONSTRUCTION OF BRIDGE NO.601 (28 X 6.1m RCC BOX) AT CH: 289/600 BETWEEN KKM -YGD, Br.No.743 (4 x 20.12m PSC Girder) AT CH: 373/900 BETWEEN KOMALI - JUTURU AND BR.NO.744 (4X9.15m PSC SLAB) AT CH: 374/500 BETWEEN KOMALI - JUTURU STATIONS IN CONNECTION WITH PATCH DOUBLING WORK OF GOOTY - PULLAMPET PROJECT ON

The quantity is increased to fill up gap at bridge No. 601 with concrete between existing bridge and proposed bridge duly excavating the earth and also to excavate earth in the approaches of to locate the piles/wells at Br. No. 743 & 744.

Remarks

As per actuals

Excess quantity is required for filling the gap between the existing bridge and the proposed bridge

Quantity is increased for providing conjuction wall between existing bridge and proposed bridge and also for construction of wing walls and returns

Remarks

Actual quauantity provided as per the drawing and there is excess in the cutting edge while there is savings in well steaning

Remarks

This savings in this item got operated in steel for cutting edge in the above item

Remarks

Remarks

Excess quantity is required to be operated as per site conditions in the foundations

Remarks

Remarks

As per actuals

As per actuals

Remarks

This item is not required but work is done by providing coffer dam

Remarks

Remarks

As per actuals

As per actuals

Remarks

As per actual

Remarks

The existing wing walls of bridge no.601 are to be dismantled to accommodate the abutment of the proposed bridge.

Remarks

Required to divert the water coarse for laying for PCC and bottom slab for 8 spans of bridge no.601

As per GAD the piles are to be protected with liner where the pile directly coming into contact with water to avoid rusting but there is no provision in the BOQ for providing the liner.

The communication cable present at Br.743 and 744 to be shifted suitably to accommodate piers, abutments of Br.743 and 744.

VARIATION STATEMENT FOR SCHEDULE - 2 (SUPPLY OF REINFORCEMENT STEEL)



2001 Tonne 61,000.00 675 41,175,000.00 799.346 48,760,106.00 7,585,106.00 0.00

Total: 41,175,000.00 48,760,106.00


Providing MS/TOR/HYSD Bars for Reinforcement in all RCC works, skin reinforcement for piers and wherever required, including cost of steel, transportation to site, cutting / bending / cranking as per design, placing in position with anti-corrosive treatment, binding with contractor’s binding wire and/or welding if required, etc., complete, as per specifications and as directed by the Engineer-in-charge.

VARIATION STATEMENT FOR SCHEDULE - 2 (SUPPLY OF REINFORCEMENT STEEL)

Remarks

As per actuals

NAME OF THE WORK: CONSTRUCTION OF BRIDGE NO.601 (28 X 6.1m RCC BOX) AT CH: 289/600 BETWEEN KKM -YGD, Br.No.743 (4 x 20.12m PSC Girder) AT CH: 373/900 BETWEEN KOMALI - JUTURU AND BR.NO.744 (4X9.15m PSC SLAB) AT CH: 374/500 BETWEEN KOMALI - JUTURU STATIONS IN CONNECTION WITH PATCH DOUBLING WORK OF GOOTY - PULLAMPET PROJECT ON

VARIATION STATEMENT FOR SCHEDULE - 3 (SUPPLY OF CEMENT)



3001 Bag 280.00 60000 16,800,000.00 73472.327 20,572,251.56 3,772,251.56 0.00 As per actuals

Total: 16,800,000.00 20,572,251.56


Supply of 43/53 grade cement OPC/PPC conforming to relevant IS specifications and using the same in the work as per RVNL's approved mix design as per RVNL's prescribed rates of consumption including all lead lift, labour, loading unloading, ascent, descent, crossing of Railway lines(s), royalty, taxes, transport (contractor's own), tools and plant complete.

VARIATION STATEMENT FOR SCHEDULE - 1 (FABRICATION STEEL)



1001 MT 88000 350 30,800,000.00 143.548 12,632,224.00 0.00 18,167,776.00

NAME OF THE WORK: CONSTRUCTION OF FOBs & COPs AT DIFFERENT STATIONS BETWEEN PULLAMPET - RAYALACHERUVU STATIONS IN CONNECTION WITH PATCH DOUBLING WORK OF GOOTY - PULLAMPET PROJECT ON GUNTAKAL DIVISION OF SOUTH CENTRAL RAILWAY IN ANDHRA PRADESH, INDIA

Supplying,fabricating and erecting (fixing) of riveted / bolted / welded structural steel work for cover over platform with all contractors own steel conforming to IS:2062 Grade'A' for columns, sections, angles, horizontal bracings, vertical angles, diagonal bracings, lateral bracings, top and bottom booms, cross beams, cleat angle, gusset plate, MS flats, base plates, shoe plates, bolts & nuts etc., as per approved drawings for this work including cutting, drilling, in-situ welding, fixing with bolts and nuts/welded/riveted as per relevant IS standard and painting all steel work with two coats of ready mixed paint red lead as primer to IS-102 and two coats of aluminium paint as finishing coat to IS-2339 at site including patch painting if required as per specifications with all contractors materials, labour, tools, plant, machinery, consumables etc., with all lead, lift, loading, unloading, transporation, crossing of track etc., complete as directed by the Engineer-in-charge at site.Note :i) The mild steel (either plates or sections) shall be confirming to IS-2062 Gr.A. It should not be re-rolled steel.ii) The painting shall be done as per Type-II preparation as per SC



1002 MT 88000 48 4,224,000.00 18.465 1,624,920.00 0.00 2,599,080.00

Total: 35,024,000.00 14,257,144.00

Manufacturing and supplying and fixing Rag bolts (Holding down bolts) of 16 mm dia to 40 mm dia using contractor's HYSD rods duly cutting to the required size, threading at one end to the specified length as per approved drawings including cutting rags in bolts and bending at bottom end and supplying MS nuts and washers suitable for the bolts and fixing with contractor's material, labour, tools, plant, all consumables, lead and lift etc., complete as per specifications and directed by Engineer.

VARIATION STATEMENT FOR SCHEDULE - 1 (FABRICATION STEEL)

Remarks

NAME OF THE WORK: CONSTRUCTION OF FOBs & COPs AT DIFFERENT STATIONS BETWEEN PULLAMPET - RAYALACHERUVU STATIONS IN CONNECTION WITH PATCH DOUBLING WORK OF

Remarks

VARIATION STATEMENT FOR SCHEDULE - 2 (KIRBY TYPE SHELTERS)



2001 Sqm 5200.00 5850 30,420,000.00 5916.48 30,765,696.00 345,696.00 0.00


Fabrication, supply and erection of pre-engineered/prefabricated steel structures with high tensile steel similar to Kirby type for cover over platform ( Butterfly type) as per the approved drawings with box columns, base plates, rafters with tapered I sections, purlins with "Z"/"C" section, Galvalume colour coated steel valley gutters of rectangular shape at the center , Galvalume steel colour coated rectangular down spout arrangements in the center of box column with an outlet at floor level, roofing with Galvalume corrugated high tensile steel panels, curved eaves board on two sides with colour coated Galvalume corrugated high tensile steel panels of approved colour and cladding the gable ends on two sides with colour coated corrugated high tensile steel panels as shown in the drawing, using high tensile pre-galvanized/electroplated self tapping sheet metal screws for fixing roof sheets and high tensile steel bolts for all field connections and using submerged are welding technique for joining primary memebers and CO2 welding technique for wwelding the connection plates, clips etc., in the workshop, using approved quality



Note :-

sealant at the joints of the roofing sheets, flashings and trams at corners, eaves and wherever necessary to provide water tightness and finished appearance and painting all the steel structureal works with one coat of red oxide Zinc chromate primer to IS 2074/1962 before dispatching from the facricator's shop and two coats of synthetic enamel paint of approved colour, including touch up painting with all contractor's materials, labour, tools, plant with all lead and lifts etc., complete as per specifications and as by the Engineer-in-charge.

i) The work to be done as per the general arrangement drawing attached to the schedule under Annexure-II

ii) Payment will be made for plain area only.iii) For erection of frames, plant & equipment as required are to be arranged by the contractor at his own cost.

iv) The tndererers are advised to refer to spl, conditions for supply and erection of steel work vide Annexure-I

v) The columns are of box type and size not ess than 700 mm x 300mm out-to-out and thickness not less than 12mm for flange and 6mm for web for 12m x 32m canopy and the corresponding valves for 7.0M x 32.0M canopy are 450mm x 300mm out-to-out and thickness not less than 12mm for flange and 6mm for wed.( high tensile steel).



Total: 30,420,000.00 30,765,696.00

vi) The bottom of column should be connected to base plates of thickness not less than 32mm with provision for 32-40mm dia anchor bolts holes for 12M x 32M canopy and the corresponding values for 7.0M x 32.0M canpoy are 24mm thick Base plate and 32mm dia Anchor bolts.

vii) The tapered "I" section used forcantilever rafters are of 700mm depth at fixed end and 300mm at free end with a section modulus of 2994.7cm# at fixed end for 12 m x 32 M canopy and the corresponding values for 7.0M X 32.0M canopy are 400mm depth at fixed end and 200mm at free end with a seciton modulus of 953.02cm3 ( high tensile steel).

ix) The "X" sections used for purlins are of 200mm depth with thickness not less than 2.50mm , section modulus 51.55cm3( high tensile steel).

x) The "C" sections used for eave strut are of 200mm depth with thickness not less than 2.50mm , section modulus 65.47cu3 ( high tensile steel).

xi) The roofing sheet is not less than 26 gauge or 0.50mm thick ( high tensile ) of Galvalume colour coated corrugated.

xii) Fixing of roof sheet to the purlins is by self tapping screw type fasteners with metal and neoprene washers of high tensile pre galvalnised/ electroplated type at a spacing not more than 33cm along the purlin.

xiii) The pitch of the major corrugations of the roofing sheet is not more than 333mm C/C.

VARIATION STATEMENT FOR SCHEDULE - 3 (OTHER MISCELLANEOUS CIVIL WORKS)



3001 cum 125.00 2500 312,500.00 2665.368 333,171.00 20,671.00 0.00

3002 cum 6450.00 1300 8,385,000.00 1154.298 7,445,222.10 0.00 939,777.90


Excavation for foundation of columns, pits, walls, trenches etc., in all types of soils except rock but including boulders under 0.03 Cu.M with contractor's labour, tools and plant, machinery, with all lead and lift, shoring, timbering and buttressing with sand/clay bags and all such means to retain in position the sides of foundation pit including bailing out of water by manual or mechanical means and refilling the foundation with excavated spoil and leading away the surplus earth and dumping at nominated places within a maximum lead upto 500M etc., complete as per specifications and as directed by the Engineer.

Reinforced cement concrete M.25 grade for individual column footings, raft foundations etc., using 20mm graded hard granite stone aggregate of approved quality including bailing out water by manual or machanical means with contractor's OP cement and all other materials, labour, shuttering, supports, tools, plant, machinery with all lead and lift and curing etc., (excluding cost of steel, fabrication and placing of steel reinforcement) complete as per specifications and as directed by the Engineer. These building & Height Gauge works fall in the Moderate Zone. The minimum and maximum cementateous material content for the design mix will be as per provisions of IS:456.



3003 cum 6450.00 200 1,290,000.00 0 0.00 0.00 1,290,000.00Reinforced cement concrete M.25 grade for Floor or roof slabs, cantilever slabs, sunk slabs, stair case slabs and chajjas,Lintels,tie,Floor beams etc., for all floors using 20 mm graded hard granite stone aggregate of approved quality with contractor's OP cement and all other materials, labour, shuttering, supports, scaffolding, tools, plant, machinery with all lead and lift and curing etc., (excluding cost of steel, fabrication and placing of steel reinforcement) complete as per specifications and as directed by the Engineer. These building works fall in the Moderate Zone. The minimum and maximum cementateous material content for the design mix will be as per provisions of IS:456



3004 sqm 1267.00 3000 3,801,000.00 2955.383 3,744,470.26 0.00 56,529.74

3005 RM 700.00 600 420,000.00 0 0.00 0.00 420,000.00

3006 cum 190.00 240 45,600.00 0 0.00 0.00 45,600.00

Supplying and fixing colour coated sheets of aluminium zinc alloy (Galvalume) 150gms, total of both sides Az 150 per ASTM A 792 or AS 1397 in roofing side clading not less than 0.50mm total thickness coated (overall). The material shall yield strength of 550 mage pascal (MPA) per sheets in roofing in caping (ridges), valleys (flashing) barge boards etc., with one crest width including mLip as side lap and 150mm as longitudinal lap for longitudinal lap for each sheet with fixing accessories like self drilling screws, caps haning epdm (Ethelene Propylene DIMonoma) washer, PVC caps of matching colour with roof sheets duly coating the sheets with top polyester coating of thickness 20 microns over primer (finished side) back coat (back sides of 5 micron each duly getting the colour scheme of sheets approved including all lead and lift and handling, transportation, installation etc., as directed by the engineer-in-charge.Note : 1. Payment shall be made for laid area and no extra payment shall be for overlaps. 2. The contractor shall submit along with the bills shall also obtain the test certificate issued by the Manufacturing, supplying and fixing GI rain water gutter to required shape of approved quality will all contractor materials, labour tools, plants lead and lift transportation etc., complete as directed by the engineer in charge at site.

Supplying and stacking at specified locations on Railway's premises clean sand using contractor's materials,labour,tools and plant, with all leads and lifts,including crossing of tracks, if any, etc., complete as directed by the Engineer.



3007 cum 75.00 240 18,000.00 0 0.00 0.00 18,000.00

3008 cum 2900.00 150 435,000.00 172.641 500,658.90 65,658.90 0.00

3009 cum 2850.00 150 427,500.00 111.874 318,840.90 0.00 108,659.10

3010 sqm 90.00 650 58,500.00 0 0.00 0.00 58,500.00

3011 sqm 130.00 900 117,000.00 0 0.00 0.00 117,000.00

Filling surplus earth from foundations or Railway's earth, moorum, ashes or sand in trenches, plinths of floors in layers not exceeding 20cm. Depth and consolidating each layer by watering and ramming.

Cement concrete 1:3:6 mix in foundations and under floors with 40 mm graded hard stone aggregate of approved quality including bailing out of water by manual or mechanical means with all contractors OP cement and with all other materials labour, shuttering, tools, plants and machinery with all lead and lift and curing etc., complete as per specifications and as directed by the Engineer. (Cement 220 kg. Brick work with II sort bricks in plinth and superstructure for all floors in CM 1:6 with contractor's O.P. cement and all other materials labour, tools, scaffolding with all lead and lift and curing etc., complete as per specifications and as directed by the Engineer (Cement required 62.5 kg./per Cu.M)

15mm. thick cement plaster on fair side of brick/concrete walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm. ingirth and finished even ans smooth using Cement mortar 1:5 (1 cement, 5 sand) using contractor's materials,labour,tools and plant, with all leads and lifts,including crossing of tracks, if any, etc., complete as directed by the Engineer.Providing form work, including centering, shuttering, strutting, propping etc., height of propping and centering from supporting floor to ceiling not exceeding 4.00m and removal of the same, for in-situ concrete work (including reinforced concrete) with all contractor's materials for foundation, footings, bases of columns etc., and mass concrete.



3012 RM 200.00 360 72,000.00 177.66 35,532.00 0.00 36,468.00

3013 Each 200.00 180 36,000.00 120 24,000.00 0.00 12,000.00

3014 sqm 3900.00 350 1,365,000.00 0 0.00 0.00 1,365,000.00

3015 sqm 3900.00 700 2,730,000.00 352.76 1,375,764.00 0.00 1,354,236.00

3016 MT ### 60 3,540,000.00 22.776 1,343,784.00 0.00 2,196,216.00

Total: 22,740,600.00 14,788,272.16

Providing and fixing on wall face unplasticised PVC pipes of 4.00kg per sq.cm working pressure for rain water with necessary joints etc., using pipes of nominal outside diameter of 110mm.Extra over item above for providing and fixing on wall face sliding socket type unplasticised PVC fittings and accessories for rain water pipes including joining, with required solvent cement.

20mm thick polished granite stone flooring over 20mm thick base of cement mortar 1:6 (1 cement, 6 sand) laid and jointed with neat cement slurry at 4.4 kg of cement per 1 sq.m. mixed with pigment to match the colour of stone slab including rubbing and polishing complete.20mm thick polished granite stone fIxed in risers of steps, skirting, dado and pillars on 10mm thick base of cement mortar 1:3 (1 cement, 3 sand) and jointed with neat cement slurry at 4.4 kg of cement per 1 sq.m. including rubbing and polishing complete.Providing steel reinforcement with contractor's MS/Tor steel bars in retaining wall, raft founds, column footings, Grade beams, plinth beams, columns, main beam, subsidiary beams, lintels, fins drops, chajjas, roof slabs, stair case, louvers, parapet, railings etc., for all floors including cutting, bending, cranking, binding and placing in position of reinforcement with contractor's galvanised iron binding wire with contractor's labour, tools and plants with all lead and lift etc., complete as per specifications and as directed by the Engineer.