bills of quantity for civil works of 220 kv sub station...

Page No. (1)

No. Description Unit Qty Rate (Rs) Amount (Rs)Boring holes 3.5 M deep below cutoff Level in all types of strata including loose sandy strata under water requiringuse of modified auger and cutting tools with gravity valves and removable casing pipe, if required, for propercompletion of work with cost of all labour, materials and T&P complete.(a) 300 mm Dia pile bore.( CSI 21.03) Each 172.00 903.00 155316.00

(b) 400 mm Dia pile bore.( CSI 21.04) Each 292.00 1148.00 335216.00

Extra for every additional depth of boring work beyond 3.5 M deep below cutoff Level in all types of strata includingcost of all labour, materials and T&P as may be required for proper completion of the work.(a) For 300 mm dia pile bore.( CSI 21.13) Metre 126.00 503.00 63378.00

(b) For 400 mm dia pile bore.( CSI 21.14) Metre 422.000 680.00 286960.00

Cutting the bore hole for providing under ream of 2.0 to 2.5 times the dia. of pile upto 3.50 meter below the cut offlevel in dry or under water with modified cutting tools including cleaning the bore hole and including cost of allmaterials, labour and T&P etc. as may be required for proper completion of the work. (a) For 300 mm dia pile.( CSI 21.08) Each 212.00 510.00 108120.00

(b) For 400 mm dia pile.( CSI 21.09) Each 272.00 634.00 172448.00

Cutting the bore hole for providing under ream of 2.0 to 2.5 times the dia. of pile beyond 3.50 Metre below the cutoff level in dry or under water with with modified cutting tools including cleaning the bore hole and including cost ofall materials, labour and T&P etc. as may be required for proper completion of the work.

(a) For 300 mm dia piles(CSI 21.18) Each 80.00 592.00 47360.00

(b) For 400 mm dia piles(CSI 21.19 Each 312.00 1059.00 330408.00

Providing and filling bentonite solution in pile bore under unstable and/or high water table soil conditions for retainingshape of bore 5kg of bentonite will be used in 100 Lt. clear water (Bentonite solution shall be used with continuousprocess of circulation) including all material, labour, T&P etc. The measurement shall be done as per design dia &depth of pile upto cut off level. (CSI 21.21)

Cu.M. 410.00 780.00 319800.00

Supply and fabrication of M.S. (tor) reinforcement cages for piles including cutting, bending, welding as per designand placing of the cage in the pile bore including cost of all material, labour and T&P etc. as may be required forproper completion of the work including all incidental wastage. (CSI 21.22)

M.T. 50.00 75232.00 3761600.00

R.C.C. work in pile foundation with cement, approved coarse sand 2cm gauge approved stone ballast in 1:1.5:3proportion for concreting in all type of piles labour for proper completion of the work. Measurement of work be doneaccording to design diameter and depth of pile upto cut off level. Under reamed concrete shall be measured as per IS2911 Part-II. the rates are including cost of cement. (CSI 5.29)

Cu.M. 440.00 7441.00 3274040.00

Bills of Quantity for Civil Works of 220 KV Sub Station, Sultanpur Road, Avas Vikas, Lucknow

1

(Rs. Nine Hundred Three Only)

(Rs. One Thousand One Hundred Forty Eight Only)2

(Rs. Five Hundred Three Only)

(Rs. Six Hundred Eighty Only)3

(Rs. Five Hundred Ten Only)

(Rs. Six Hundred Thirty Four Only)4

(Rs. Five Hundred Ninety Two Only)

(Rs. One Thousand Fifty Nine Only)5

(Rs. Seven Hundred Eighty Only)6

(Rs. Seventy Five Thousand Two Hundred Thirty Two Only)

(Rs. Seven Thousand Four Hundred Forty One Only)

7

JE SDO EE .

Location :: Lucknow; Uploading Date And Time ::Friday, February 6, 2015

Page No. (2)

No. Description Unit Qty Rate (Rs) Amount (Rs)


Extra for concreting in bore holes filled with water or bentonite solution (Bore under loose unstable/under water) bydisplacement method, using tremie pipe and including cost of 10% extra cement required over Normal 1:1.5:3 mixincluding cost of all labour & T&P etc. as may be required for proper completion of the work. (Bassed on CSI 21.25)

Cu.M. 440.00 512.00 225280.00

Cutting & chipping the piles top above the cut off level including bending & straightening the pile reinforcement asdirected including cost of all materials, labour, and T&P etc as may be required for completion of the work. (CSI21.29)(a) For 300 mm dia pile top.(CSI 21.29) Each 172.00 285.00 49020.00

(b) For 400 mm dia pile top.(CSI 21.30) Each 292.00 371.00 108332.00

Conducting pile load test on working piles or test piles as per I.S. 2911 PART-IV For 12 mm settlement. (CSI 21.33)

(a) For 300 mm dia under-reamed pile. (CSI 21.12 b) Each 1.00 9488.00 9488.00

(b) For 400 mm dia under-reamed pile.( CSI 21.34) Each 1.00 11385.00 11385.00

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.5m and lead upto 30m andincluding filling, watering and ramming of excavated earth into the trenches or into the space between the buildingand sides of the foundation work. (CSI 4.01)

Cu.M 4400.00 130.00 572000.00

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits, not exceeding0.5M in depth and earthwork in embankment to be in 20cm layers, including ramming & dressing the surface to reqd.levels and slopes. (CSI No. 4.03)

Cu.M 200.00 111.30 22260.00

Local sand filling in plinth including supply of necessary quantity of local sand from outside the UPPCL premisesincluding watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for propercompletion of work. (CSI No. 4.05)

Cu.M 700.00 636.00 445200.00

Clearing jungle including uprooting of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cmmeasured at a height of 1.0M above ground level and removal of rubbish upto a distance of 50 M outside theperiphery of UPPCL area cleared. (CSI 4.09

SqM 40000.00 5.60 224000.00

Earth filling under floors and/or sub station area including cost of earth when obtained from outside UPPCL areaincluding its carriage including watering, ramming in 20 cm layers and dressing of earth etc. all complete. (CSI No.4.11)

Cu.M 40000.00 353.00 14120000.00

Levelling and dressing and making proper slopes including cutting and filling of earth upto a depth 100 mm if sorequired including all labour T&P etc. required for proper completion of the work. (CSI 4.12)

SqM 10000.00 5.60 56000.00

8

(Rs. Five Hundred Twelve Only)9

(Rs. Two Hundred Eighty Five Only)

(Rs. Three Hundred Seventy One Only)10

(Rs. Nine Thousand Four Hundred Eighty Eight Only)

(Rs. Eleven Thousand Three Hundred Eighty Five Only)11

(Rs. One Hundred Thirty Only)12

(Rs. One Hundred Eleven and Paise Thirty Only) 13

(Rs. Six Hundred Thirty Six Only)14

(Rs. Five and Paise Sixty Only) 15

(Rs. Three Hundred Fifty Three Only)16

(Rs. Five and Paise Sixty Only)

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Concrete with 4cm gauge I class brick ballast (class 150) coarse sand (F.M.1.5 to 2.0) and cement in proportion of12:6:1 in foundations and under floors including supply of all materials, labour and tools and plants etc. required forproper completion of the work. (S.I. No. 5.01)

Cum. 800.00 3841.00 3072800.00

Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.5 to 2.0) & cement inproportion of 12:6:1 in foundations&under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSINo. 5.02)

Cu.M 700.00 4478.00 3134600.00

Concrete with 4cm gauge stone ballast, coarse sand (F.M. 1.5 to 2.0) & cement inproportion of 8:4:1 in foundations&under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI5.04)

Cu.M 585.00 4261.00 2492685.00

RCC work with cement approved coarse sand (F.M. 1.5 to 2.0) and 2 cm gauge graded approved hard stone ballastlike granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:2:4 in lintels of doors and windows,excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire andincluding cost of all materials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI 5.10)

Cu.M 100.00 7249.00 724900.00

RCC work with cement approved coarse sand (F.M. 1.5 to 2.0) and 2 cm gauge graded approved hard stone ballastlike granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in slab, excluding supply ofreinforcement and its bending but including its fixing and binding the same with binding wire and including cost of allmaterials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI 5.24)

Cu.M 250.00 8050.00 2012500.00

RCC work with cement approved coarse sand (F.M. 1.5 to 2.0) and 2 cm gauge graded approved hard stone ballastlike granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in lighter beams, excluding supplyof reinforcement and its bending but including its fixing and binding the same with binding wire and including cost ofall materials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI 5.25)

Cu.M 180.00 8326.00 1498680.00

RCC work with cement approved coarse sand (F.M. 1.5 to 2.0) and 2 cm gauge graded approved hard stone ballastlike granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in heavier beams, excludingsupply of reinforcement and its bending but including its fixing and binding the same with binding wire and includingcost of all materials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI 5.26)

Cu.M 75.00 8523.00 639225.00

RCC work with cement approved coarse sand (F.M. 1.5 to 2.0) and 2 cm gauge graded approved hard stone ballastlike granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in raft foundation and footings,excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire andincluding cost of all materials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI5.27)

Cu.M 120.00 7418.00 890160.00

18

(Rs. Four Thousand Four Hundred Seventy Eight Only)19

(Rs. Four Thousand Two Hundred Sixty One Only)

(Rs. Three Thousand Eight Hundred Forty One Only)

20

(Rs. Seven Thousand Two Hundred Forty Nine Only)

17

21

(Rs. Eight Thousand Fifty Only)22

(Rs. Eight Thousand Three Hundred Twenty Six Only)23

(Rs. Eight Thousand Five Hundred Twenty Three Only)24

(Rs. Seven Thousand Four Hundred Eighteen Only)

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RCC work with cement approved coarse sand (F.M. 1.5 to 2.0) and 2 cm gauge graded approved hard stone ballastlike granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in pedastals of foundations uptoGantry level in proportion, excluding supply of reinforcement and its bending but including its fixing and binding thesame with binding wire and including cost of all materials, binding wire, labour and T&P etc. required for propercompletion of the work. (CSI 5.15b)

Cu.M 140.00 7872.00 1102080.00

RCC work with cement approved coarse sand (F.M. 1.5 to 2.0) and 2 cm gauge graded approved hard stone ballastlike granite, quartzite etc. from Dalla, Jhansi or other quarries, in proportion 1:1.5:3 in columns, excluding supply ofreinforcement and its bending but including its fixing and binding the same with binding wire and including cost of allmaterials, binding wire, labour and T&P etc. required for proper completion of the work. (CSI 5.17)

Cu.M 190.00 8326.00 1581940.00

Concreting of 40 mm thick RCC trench covers in mild steel frame work with C.C 1:1.5:3 in Cement,Chopan coarsesand (F. M. 2.0 to 2.5) and 12mm gauge graded hard stone ballast with 3mm thick floating coat of neat cement finishon top of cover complete with all labour, materials and placing the same in proper position at required location ofcable trench within the substation area. (CSI No. 5.19)

SqM 1000.00 330.00 330000.00

Cement concrete with 2 cm gauge approved hard stone ballast, coarse sand (F.M. 1.5 to 2.0) and cement inproportion of 3:1.5:1 including supply of all materials, labour, side shuttering if required and T&P etc required forproper completion of work (CSI 5.23).

Cu.M 150.00 7136.00 1070400.00

First class brick (class-150) work in 1:6 cement and coarse sand (F.M.1.5 to 2.0) mortar in foundation and plinthincluding supply of all materials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01)

Cu.M 560.00 5466.00 3060960.00

First class brick (class-150) work in 1:6 cement and coarse sand (F.M.1.5 to 2.0) mortar in superstructure includingnecessary cutting, & moulding of bricks as required & also including honey comb thick works thickness of wall not tobe less then 1.½ brick.(CSI 6.01+6.07)

Cu.M 230.00 5742.00 1320660.00

First class brick work in 1:6 cement and coarse sand (F.M.1.5 to 2.0) mortar in super structure for walls of one brickthickness. (CSI 6.01+6.07+6.08)

Cu.M 530.00 5998.00 3178940.00

First class brick work in 1:4 cement and coarse sand (F.M.1.5 to 2.0) mortar in foundation and plinth including supplyof all materials, labour & T&P etc. required for proper completion of work.(CSI 6.03)

Cu.M 660.00 5682.00 3750120.00

First class brick work in 1:4 cement and coarse sand (F.M.1.5 to 2.0) mortar in one brick thick in super structureincluding supply of all materials, labour & T&P etc. required for proper completion of work. (CSI 6.03+6.07+6.08)

Cu.M 50.00 6214.00 310700.00

First class brick work in 1:4 cement and coarse sand (F.M.1.5 to 2.0) mortar in half (115mm) brick thick in superstructure including supply of all materials, labour & T&P etc. required for proper completion of work. (CSI 6.03+ 6.07+6.09)

Cu.M 50.00 6342.00 317100.00

25

(Rs. Seven Thousand Eight Hundred Seventy Two Only)26

(Rs. Eight Thousand Three Hundred Twenty Six Only)27

(Rs. Three Hundred Thirty Only)28

(Rs. Seven Thousand One Hundred Thirty Six Only)29

(Rs. Five Thousand Four Hundred Sixty Six Only)30

(Rs. Five Thousand Seven Hundred Forty Two Only)31

(Rs. Five Thousand Nine Hundred Ninety Eight Only)32

(Rs. Five Thousand Six Hundred Eighty Two Only)33

(Rs. Six Thousand Two Hundred Fourteen Only)34

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Page No. (5)



Reinforced brick work for walls in 1:3 cement and coarse sand mortar of F. M. 1.5 to 2.0 in foundation and plinthincluding supply of all labour, materials, T&P etc required for proper completion of work. The reinforced steel workshall be measured separately. (CSI No. 6.21)

Cu.M 55.00 5920.00 325600.00

Reinforced brick work for walls in 1:3 cement and coarse sand mortar of F. M. 1.5 to 2.0 in super structure includingsupply of all labour, materials, T&P etc required for proper completion of work. The reinforced steel work shall bemeasured separately. (CSI No. 6.22)

Cu.M 75.00 7043.00 528225.00

Supply and fixing of 30mm thick shisham wood fully glazed door and window shutter including supply and fixing ofwooden cleats and stoppers and including fixing and adjustment of hinges bolts, locks, handles, springs and/or otherfittings and including fixing the glass panes with putty and necessaryscrews (Glass panes to be 4 mm thick.). (CSI8.21c+8.59)

SqM 6.00 3008.00 18048.00

Supply and fixing of 4.0 cm thick shisham wood door and window Jali shutters with panels of heavy quality galvanized iron wire mesh of size 14 x 24 with necessary beading including supply and fixing of wooden cleats and stops andincluding fixing and adjustment of hinges. but excluding supply of fixtures. (CSI 8.46+8.59)

SqM 6.00 2947.00 17682.00

Supply and fixing Anodized Aluminium Door fittings like 2 no 150 mm handles,2 no 250 mm tower bolt, 1 no stopperand 1 no 12 mm L-Drop(belan) including all materials, labour & T&P etc. required for proper completion of work. (CSINo. 8.59)

SqM 4.00 425.00 1700.00

P/F fully Anodized aluminium fixed glazing with HINDALCO or equivalent extruded standard sections14gauge(2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing including providing &fixing 5.5 mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. The minimumthickness of anodizing on all aluminium sections should be 20 microns with a (+) 2 microns tolerance . The rateshould include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry) surfaceby means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from 100mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom memberexcluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (CSI No.8.67)

SqM 150.00 5330.00 799500.00

P/F fully Anodized aluminium openable window with HINDALCO or equivalent extruded standard sections14gauge(2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing including providing &fixing 5.5 mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. The minimumthickness of anodizing on all aluminium sections should be 20 microns with a (+) 2 microns tolerance . The rateshould include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry) surfaceby means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from 100mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom memberexcluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (CSI No.8.68)

SqM 120.00 5650.00 678000.00

39

(Rs. Four Hundred Twenty Five Only)40

(Rs. Five Thousand Three Hundred Thirty Only)

(Rs. Six Thousand Three Hundred Forty Two Only)

37

(Rs. Three Thousand Eight Only)38

(Rs. Two Thousand Nine Hundred Forty Seven Only)

35

(Rs. Five Thousand Nine Hundred Twenty Only)36

(Rs. Seven Thousand Forty Three Only)

41

(Rs. Five Thousand Six Hundred Fifty Only)

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Page No. (6)



P/F fully Anodized aluminium openable gate/door portion with HINDALCO or equivalent extruded standardsections14gauge (2.41mm thick) of various cross sections and joints mitred and jointed as shown in drawing includingproviding & fixing 5.5 mm thick toughened glass with Neoprene beading & aluminium glazing clips all around. Theminimum thickness of anodizing on all aluminium sections should be 20 microns with a (+) 2 microns tolerance . Therate should include the cost of fixing the aluminum frame on Teak wood frame or finished wall (RB/RCC/Masonry)surface by means of 80 mm long approved counter sunk screws provided at 500 mm c/c or part there of starting from100 mm above the bottom in vertical member and 100 mm from both the ends of horizontal top and bottom memberexcluding cost of Teak frame but including cost of all other material, labour, tools & plants etc. complete. (CSI No.8.69)

SqM 70.00 8437.00 590590.00

Supplying and fixing double action floor spring including cutting in floors/RCC slabs and grouting the same with CCand finished the surface properly as and where required under Aluminium door as per direction of E/I including supplyof all materials, labour & T&P etc required for proper completion of the work .(CSI 8.70a)

Nos. 24.00 2539.00 60936.00

S\F brass polished hydraulic door closure of approved make and quality its fixing and adjustment with the help ofscrews, nuts and bolts including supply of all labour, T & P etc. required for proper completion of the work. (CSI8.73)

Nos. 20.00 1765.00 35300.00

Supplying & fixing 24 gauge annodized aluminium sheet of approved quality including cutting, wastage and fixing thesame over the wooden door shutters with nails with all material, labour and T&P. (CSI 22.87)

SqM 24.00 470.00 11280.00

Supply and fixing of 32 mm thick single leaf flush door shutter ( boiled water resistance, phenol maldehide resinbonded, hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing ofwooden cleats and stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and otherfittings including all materials, labour & T&P etc. required for proper completion of work. (CSI 8.80a+8.59)

SqM 60.00 2286.00 137160.00

Supply and fixing of 32 mm thick double leaf door shutter ( boiled water resistance, phenol maldehide resin bonded,hot pressed factory made) commercial quality to I.S.2202 part-1 (1983) ISI marked including fixing of wooden cleatsand stoppers and including fixing and adjustment of hinges,bolts.locks,handles, springs and other fittings including allmaterials, labour & T&P etc. required for proper completion of work. (CSI 8.80d)

SqM 3.50 151.00 528.50

Mild Steel or Iron work in heavy sizes such as trusses built up gates, door frames, record, racks roof work gates etc.wrought to required form including holes rivetting or welding where necessary and also fixing in proper position andalignment including cost of all materials supplied by contractor. (CSI No. 9.03)

MT 75.00 78813.00 5910975.00

Tor steel in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates)wrought to required shape as necessary including bending for proper completion of the work and including supply ofsteel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by thecontractor) (CSI No. 9.05)

MT 100.00 74120.00 7412000.00

(Rs. Eight Thousand Four Hundred Thirty Seven Only)

(Rs. Two Thousand Five Hundred Thirty Nine Only)

45

(Rs. Four Hundred Seventy Only)46

(Rs. Two Thousand Two Hundred Eighty Six Only)

44

(Rs. One Thousand Seven Hundred Sixty Five Only)

47

(Rs. One Hundred Fifty One Only)48

(Rs. Seventy Eight Thousand Eight Hundred Thirteen Only)49

(Rs. Seventy Four Thousand One Hundred Twenty Only)

42

43

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Page No. (7)



Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materialsand T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wiresand 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter. (CSI No. 9.13)

Kg 600.00 107.00 64200.00

Providing & fixing 1 mm. thick M.S. sheet garrage door with frame of 40x40x6mm angle iron, diagonal bracings with50x5 mm flat and 5 mm thick M.S. gusset plates at the junctions and corners including supply and fixing of necessaryfitting, 2 no lock rail of 16 dia,375 mm long and including pintel hooks at the top and bottom, applying a priming coatof red oxide paint on all sides complete . (CSI No. 9.14)

SqM 12.00 2658.00 31896.00

Supplying and fixing rolling shutters of approved make made of 80x1.25 mm. Gauge cold rolled M.S. lathes interlocked through out their inner length and joined together at the end by end lock guides & arrangements for inside andoutside locking with push &pull operation complete but excluding the cost of top cover and springs. CSI No. 9.15)

SqM 10.00 2280.00 22800.00

Providing and fixing 27.5 Cm. long wire spring grades 2 for rolling shutters. (CSI 9.16) Each 6.00 568.00 3408.00

Providing and fixing top cover rolling shutters.(CSI 9.17 ) RM 6.00 557.00 3342.00

Providing and fixing ball bearing for rolling shutters.(CSI 9.22 ) No. 4.00 458.00 1832.00

Supply of 32/28 mm. dia M.S. Anchor bolts (conforming to IS 226) 900 mm. long with base plate (75x75x6mm)welded with anchor bolts including its threading upto a length of 10cm. and also supply of a pair of galvanizedstandard nuts with threading including supply of 5mm. thick galvanized washer and cost of labour material and T&Petc. required for proper completion of the work. (CSI No 9.18)

No. 1400.00 556.00 778400.00

Fixing and grouting 32/28mm. dia M.S. Anchor bolts in proper alignment level and setout with help of a templatecomplete including supply of all labour & T&P etc. required for proper completion of the work.(CSI 9.19)

No. 2500.00 99.00 247500.00

Supply of 25 mm dia M.S anchor bolt (conforming to IS 226) 500 mm long with base plate (60x60x6mm) welded withanchor bolt incluiding its rhreading upto a length of 10 cm and 15 mm galvanzing upto 15cm from top .and alsosupply of a pair of galvenzed standerd nuts with threading including supply of 5 mm thick washer and cost oflabour,material and t&p for proper compleatiom of work (CSI No 9.20)

No. 1500.00 250.00 375000.00

Fixing and grouting 25 mm dia and below.M.S. Anchor bolts in proper alignment level and setout with the help of atemplate including supply of all labour T&P etc. reqd. for proper completion of the work.( CSI 9.21)

No. 2350.00 75.50 177425.00

50

(Rs. One Hundred Seven Only)51

(Rs. Two Thousand Six Hundred Fifty Eight Only)52

(Rs. Two Thousand Two Hundred Eighty Only)53

(Rs. Five Hundred Sixty Eight Only)54

(Rs. Five Hundred Fifty Seven Only)55

(Rs. Four Hundred Fifty Eight Only)

57

(Rs. Ninety Nine Only)

56

(Rs. Five Hundred Fifty Six Only)

59

(Rs. Seventy Five and Paise Fifty Only)

(Rs. Two Hundred Fifty Only)

58

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Page No. (8)



Providing and fixing steel glazed window and ventilators of standard rolled Mann or Mahavir steel sectionsconforming to IS 7452-1974 as per drawing joints metered & welded with 100x14x3.15 mm holdfast embedded incement concrete block 15x10x10 cm. Size of 1:3:6 proportion I.E. First part of cement 3 part of approved coarse sand& 6 part of graded stone (aggregated 20mm. Nominal size) S/F of glass panes of plain pin headed 4mm. Thick nutsglazing clips and special putty of approved make complete and including a cost of red oxide paint. The fabricationshould conform to I.S.1038-1975. (Aluminum beading with rubber packing included). (CSI No. 9.24)

SqM 12.00 5292.00 63504.00

Supply and fixing galvanised mosquito proof jali (16x24 gauge) with M.S. flat of 20 x 3 mm. size, on both sidesscrewed or welded to window or door frame. (CSI No. 9.25)

SqM 28.00 828.00 23184.00

Providing M.S. Frames work for R.C.C. Trench covers and edging with M.S. Angles including cutting, bending andwelding of M.S.Angle and cutting and welding of M.S. bars for reinforcement and lifting hooks as per approveddesign. The rate is including cost of all labour, materials etc. as required for proper completion of the work. (CSI9.27)

MT 40.00 73438.00 2937520.00

S/F welded wire mesh size 75x25mm and rectangular made out of 10 SWG over M.S. angle frame with M.S. flatwelded as required including cost of drilling holes, washer welding etc as required including cost of all material, labourand T&P etc. required for proper completion of work . except cost of M.S angle and flat. (CSI No. 9.33)

SqM 250.00 669.00 167250.00

S/F 50x50mm, 8 gauge G.I. chain link fencing 1.8 M high including fixing to vertical posts, horizontal runners with10mm dia. 40mm long bolts, nuts and washers complete with all material, labour and T&P etc. required for propercompletion of work. Chain link of 8 gauge shall be galvanized by hot dipped method as per relevant IS Code.(Excluding cost of vertical posts and horizontal runners) (CSI No. 9.34)

SqM 290.00 634.00 183860.00

Grouting in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. requiredfor proper completion of the work. Rail to be supplied by the department. (CSI No. 9.41)

RM 24.00 694.00 16656.00

Grouting of vertical or inclined post of pale/chain/security fencing in true level, alignment and in plumb or inclinationas required, including cost of all labour, materials and T&P required for proper completion of work. (Post and concretefor grouting shall be measured separately) (CSI No. 9.42)

Each 80.00 36.00 2880.00

Fixing and grouting of trench edging in proper level and alignment including cost of all labour, and T&P etc. requiredfor proper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.45)

RM 2000.00 14.90 29800.00

Fixing of template in position level and alignment for grouting of Anchor bolt in main gantry (labour rate only). (CSINo. 9.46)

Each 49.00 120.00 5880.00

Fixing of template in position level and alignment for grouting of Anchor bolt in auxiliary structure (labour rate only).(CSI 9.47)

Each 420.00 88.00 36960.00

60

(Rs. Five Thousand Two Hundred Ninety Two Only)61

(Rs. Eight Hundred Twenty Eight Only)62

(Rs. Seventy Three Thousand Four Hundred Thirty Eight Only)63

(Rs. Six Hundred Sixty Nine Only)64

(Rs. Six Hundred Thirty Four Only)65

(Rs. Six Hundred Ninety Four Only)67

(Rs. Thirty Six Only)66

(Rs. Fourteen and Paise Ninety Only) 68

(Rs. One Hundred Twenty Only)69

(Rs. Eighty Eight Only)

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Page No. (9)



Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&P etc.required for proper completion of the work (Labour rate only).(CSI 9.49)

Each 4000.00 9.00 36000.00

Fabrication of template for main gantry foundation including cost of all labour, and T&P etc. required for propercompletion of the work. Steel shall be arranged by contractor free of cost this steel shall be property of contractor(Labour rate only) (CSI 9.50 a)

Each 10.00 1053.00 10530.00

Fabrication of template for auxiliary foundations including cost of all labour, and T&P etc. required for propercompletion of the work. Steel shall be arranged by contractor free of cost this steel shall be property of contractor(Labour rate only) (CSI 9.50b )

Each 15.00 299.00 4485.00

M.S. steel hollow section gates with 50x25 mm and 25x25 mm (12 Gauge section) and 14 Gauge MS sheet with ballbush and angle hold-fast, 16 mm dia. L-drop two nos and 16 mm dia. Tower bolt including supply of all labour,material and T&P etc. complete. (Based on LKO SHC. CSI No. 9.51*10%) (CSI No. 9.51)

SqM 16.00 2587.00 41392.00

Supply and fixing in position 90 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc.required for proper completion of the work. (CSI 9.52)

RM 15.00 3454.00 51810.00

S/F water proof craft paper in double layer with grease in between over 4cm thick C.C. 1:1.5:3 in cement, coarsesand & 12mm gauge stone grit. (CSI No. 10.13)

SqM 60.00 73.30 4398.00

b) Supply and fixing 5.08 cm dia 25cm.long G.I. pipe in chhajja etc. (CSI No. 10.14) Each 40.00 104.00 4160.00

12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand(1:4),minimumthickness not to be less then 10 mm including supply of all material , labour and T&P etc for proper completion ofwork. (CSI 11.08)

SqM 10000.00 163.00 1630000.00

12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),minimumthickness not to be less then 10 mm including supply of all material , labour and T&P etc for proper completion ofwork. (CSI 11.10)

SqM 900.00 152.00 136800.00

Add for extra labour and materials for plaster over rough face of one brick thick wall. (CSI 11.11) SqM 3200.00 13.60 43520.00

2 cm. thick cement plaster in dado or skirting in 1:2 consisting of one part of cement and two parts of approvedcoarse sand laid in panels finished with 3mm.floating coat of neat cement or cement and marble dust in ratio of 5:1including supply of all materials, labour & T&P etc. required for proper completion of the work. (CSI No.11.16)

SqM 20.00 256.00 5120.00

S/mixing approved water proofing compound (CICO,DR FIXIT etc) in cement mortar in plaster or concrete work in theproportion as recommended by the manufacturer. (CSI No. 11.18)

Kg 600.00 55.80 33480.00

70

(Rs. Nine Only)71

(Rs. One Thousand Fifty Three Only)72

(Rs. Two Hundred Ninety Nine Only)73

(Rs. Two Thousand Five Hundred Eighty Seven Only)

75

(Rs. Seventy Three and Paise Thirty Only)

(Rs. Three Thousand Four Hundred Fifty Four Only)

76 (Rs. One Hundred Four Only)

77

(Rs. One Hundred Sixty Three Only)78

(Rs. One Hundred Fifty Two Only)79

(Rs. Thirteen and Paise Sixty Only) 80

(Rs. Two Hundred Fifty Six Only)81

(Rs. Fifty Five and Paise Eighty Only)

74

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Page No. (10)



Providing (12x15)mm section groove in plaster including all material, labour and T&P etc. required for propercompletion of the work. (CSI No. 11.19)

RM 3600.00 11.20 40320.00

6 mm. thick plaster with 1:3 cement & coarse sand including labour, materials & T&P etc. required for propercompletion of the work. (CSI No. 11.20)

SqM 555.00 139.00 77145.00

Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including allmaterials, labour & T&P etc complete. (CSI No.11.21)

RM 8000.00 9.60 76800.00

Making drip course (25x12) mm in 1:2 cement and course sand including supply of all materials, labour and T&P etcrequired for proper completion of work. (CSI No. 11.22)

RM 250.00 15.70 3925.00

2.5cm. thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. graded approved stoneballast laid in panels finished with 3mm. floating coat of neat cement or cement and marble dust in ratio of 5:1 asspecified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finishincluding supply of all materials, labour and tools and plants etc. required for proper completion of the work.(withoutbase concrete ) (CSI 12.02)

SqM 500.00 253.00 126500.00

4.0 cm. thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. graded approved stoneballast laid in panels finished with 3mm. floating coat of neat cement or cement and marble dust in ratio of 5:1 asspecified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finishincluding supply of all materials, labour and tools and plants etc. required for proper completion of the work. (withoutbase concrete ).(CSI 12.03)

SqM 880.00 378.00 332640.00

First class brick on edge floor laid dry, joints sand filled, including preparation of base to proper slope and its rammingincluding supply of all material labour & T&P etc. required for proper completion of the work.(CSI 12.08)

SqM 2800.00 578.00 1618400.00

Supply and Laying 6 mm thick glazed tiles of size 200x300 mm in skirting / dado laid with 1:3 cement and approvedcoarse sand mortar finished with white cement slurry, jointing and polishing complete,including supply of all materials,labour and T&P etc. completion required for proper completion of the work. (CSI No. 12.17a)

SqM 250.00 1091.00 272750.00

Supply and Laying 8 mm thick glazed floor tiles of Somany, Johnson or equivalent make, of size 300x300 mm, laidwith 1:3 cement and approved coarse sand mortar finished with white cement slurry, jointing and polishing complete,including supply of all materials, labour and T&P etc. completion required for proper completion of the work. (CSI No.12.17b)

SqM 250.00 1069.00 267250.00

Providing and fixing glass strips of 25mm deep and 3.15 mm thickness in joints of floor and skirting at the time oflaying floors, flush with floor level including all labour,materials Tools and plants etc. complete.(CSI 12.18)

RM 380.00 23.90 9082.00

82

(Rs. Eleven and Paise Twenty Only) 83

(Rs. One Hundred Thirty Nine Only)84

(Rs. Nine and Paise Sixty Only) 85

(Rs. Fifteen and Paise Seventy Only) 86

(Rs. Two Hundred Fifty Three Only)87

(Rs. Three Hundred Seventy Eight Only)88

(Rs. Five Hundred Seventy Eight Only)89

(Rs. One Thousand Ninety One Only)90

(Rs. One Thousand Sixty Nine Only)91

(Rs. Twenty Three and Paise Ninety Only)

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Page No. (11)



Providing and fixing glass strips of 40mm deep and 3.15 mm thickness in joints of floor and skirting at the time oflaying floors, flush with floor level including all labour,materials Tools and plants etc. complete. (CSI 12.19)

RM 380.00 28.40 10792.00

Providing and fixing Group-25 jointless tiles of Somani or equivalent make etc as per approved sample of 300x300mm size laid over existing base concrete( which shall be paid extra) with 1:4 cement mortar and cement slurryfinished with white cement mixed with approved shade of pigment as per direction of engineer in charge includingsupply of all materials labour and T&P etc required for proper completion of work. (CSI 12.23)

Sqm 280.00 1533.00 429240.00

Providing and laying floor of 10 mm thick vitrified floor tiles of approved brand (Bell, Johnson or equi. make) size of600x600 mm of approved shade, colour and pattern, laid over base cement mortar 1:4 mix including finishing thejoints with white cement mixed with pigment to match the shade of tile including cost of all material, labour and T&Prequired for proper completion of the work. (CSI No. 12.26a)

SqM 36.00 1633.00 58788.00

Supply and laying of 80 mm thick Cement Concrete interlocking tiles grey coloured I shaped over 40mm thick layerof local sand including supply of all material, labour and T&P etc. including cost of sand required for propercompletion of the work. (CSI 12.27)

SqM 350.00 1010.00 353500.00

Providing and laying of 15 to 19 mm thick granite ( black/ brown) in floor or in wall of approved quality and size overexisting base with 1:4 cement and coarse sand mix including finishing of joints with matching colour pigment andwhite cement, including cost of all material, labour and T&P required for proper completion of the work as directed byEngineer incharge. (CSI No. 12.28)

SqM 60.00 3575.00 214500.00

Painting or varnishing new iron work in small areas or new wood work with two coat of ready mixed priming paint andone coat of approved superior quality ready mix paint "Luxol" or equivalent brand or varnish including supply of allmaterials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S.103-1950. (CSI No. 13.01+13.02)

SqM 1200.00 100.50 120600.00

Painting two coat with Acrylic emulsion paint of Berger/ Asian/ ICI or equivalent paint (Paint and water in the ratio 1:1by volume) over prepared and primed surface of cement concrete, cement plaster and bricks including all labour,material and T&P etc required for proper completion of the work, (preparation of base with Birla putty etc. and acoating of primer shall be paid extra). (CSI No. 13.10 +13.11 a)

SqM 1200.00 137.30 164760.00

Painting letters & number over cable trench cover or other places with the help of stencils including painting of baseof 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the workincluding placing of Trench covers in required position. (CSI 13.20)

Each 1250.00 9.60 12000.00

Applying Birla or equivalent putty on new interior or exterior surface over one coat of water based cement primer ofICI or equivalent brand for smoothening and levelling of the surface as per requirement and direction of Engineer I/Cincluding cost of all material, labour, T & P etc required for proper completion of work. (CSI No. 13.21)

SqM 1200.00 57.90 69480.00

93

92

(Rs. Twenty Eight and Paise Forty Only)

96

(Rs. Three Thousand Five Hundred Seventy Five Only)

(Rs. One Thousand Five Hundred Thirty Three Only)

97

(Rs. One Hundred and Paise Fifty Only)

94

(Rs. One Thousand Six Hundred Thirty Three Only)95

(Rs. One Thousand Ten Only)

100

98

(Rs. One Hundred Thirty Seven and Paise Thirty Only) 99

(Rs. Nine and Paise Sixty Only)

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Page No. (12)



Painting two coats with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birlaputty and one coat of primer ICI or equivalent which shall be paid separately) including thorough washing with waterincluding cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.23+13.24).

SqM 800.00 141.10 112880.00

Providing and fixing false ceiling with 12mm thick Arm strong Fire resistant gyp board false ceiling system ofapproved type fixed to a grid made out of anodized aluminum (with 15 micron anodic coating ) T-sections 35x15x1.5mm size main runners and cross runners 23.5x19x1.5 mm fixed to main runners placed 600mm center to center bothways so as to form a grid of 600 mm square . The frame work shall be suspended from ceiling by level adjustinghangers of 6 mm diameter M.S. rod fixed to roof slab by means of ceiling cleats. The suspenders shall be placed600x1200mm center to center including fixing to the frame with C.P brace screws and applying a priming coat of zincchromate yellow primer (aluminum frame work shall be paid separately). (CSI No. 16.03 +16.02 +16.01)

Sqm. 300.00 1471.00 441300.00

Providing and injecting chemical emulsion for pre-constructional anti-termite treatment and creating a chemicalbarrier under and alround the column pits, wall trenches, basement excavation top surface of plinth filling, junction ofwall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc.complete (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981)) Aldrine emulsifiable concentrate or any other approved material such as Heptachlore or chlordance will be used. Therate of application of chemical emulsion shall be as follows:(1) Treatment for Masonary & foundation 5 litres per Sq.M.(2) Back fill in immediate contact with foundation 7.5 litres/Sq.M.(3)Teatment of top surface of plinth filling 5 litres/Sq.M.(4)Treatment juction of wall and the floor 7.5 litres/Sq.M.(5)Treatment of soil along External perimeter of building 7.50 litres/Sq.M.(6)Treatment of soil under Apron along external perimeter 5 litres/Sq.M. (CSI No. 17.01)

SqM 150.00 132.00 19800.00

Laying C.C. road slab 10cm.thick consisting of 1 cement 2 approved coarse sand 4 approved stone ballast 2 cm.gauge over prepared subgrade after its rectifications and bringing it to proper camber and including supply of allmaterials, labour and T&P etc. required for proper completion of the work, finished to required template as perdirections of the Engineer Incharge but excluding cost of metal required for the rectification of the sub-grade. (CSI18.13)

Cu.M 550.00 8171.00 4494050.00

Filling of 20 mm. wide 100/150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. completeincluding supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.20)

RM 440.00 44.80 19712.00

(Rs. Fifty Seven and Paise Ninety Only) 101

(Rs. One Hundred Forty One and Paise Ten Only) 102

(Rs. One Thousand Four Hundred Seventy One Only)103

(Rs. One Hundred Thirty Two Only)104

(Rs. Eight Thousand One Hundred Seventy One Only)105

(Rs. Forty Four and Paise Eighty Only)

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Page No. (13)



Placing of trench cover of all size in proper position including transportation from different places within the S/S areaincluding all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge.(CSI 20.11)

No 1400.00 12.00 16800.00

3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumtion 0.044 bag/Sq.m.) (CSI No. 20.23)

SqM 7000.00 23.70 165900.00

Supply and stacking of compost manure at site including carriage upto 3 km ( Manure measured in stacks will bereduced by 8% for payment). (CSI No. 23.05)

Cu.M 15.00 934.00 14010.00

Supply and stacking of local sand at site including charges of royalty and carriage upto 8 km.(CSI 23.06) Cu.M 15.00 550.00 8250.00

Mixing earth,sand and manure in proportion specified or directed by E/C.(CSI 23.07) Cu.M 30.00 13.80 414.00

Spreading of manure sand and good earth mixed in required proportion (cost of manure, good earth & sand to be paidseparately) (CSI No. 23.08)

Cu.M 30.00 20.40 612.00

Supply and plantation of approved 2 years old plants duly planted in earthen Gamla of approx. 300x300mm nominalsize,filled with composed manure,sand and mixed in approved proportion including supply of all materials, labour andT & P etc. required for proper completion of work.(CSI 23.11a).

Each 60.00 171.00 10260.00

Same as item No.112 above but in mosaic gamla. (CSI 23.11b). Each 60.00 391.00 23460.00

Supply and planting Ashoka, Pendula, Mango, Neem, Peepal, Sheesham etc in pits including cost of all materials,labour and T&p etc complete in all respects. (Cost of digging pit shall be paid separetely as per item no. 23.08) (CSINo. 23.13)

Each 500.00 56.10 28050.00

Supply and planting Desi Doob grass in lawn including cost of Doob, fertilizer, manure,labour, T&P and preparation ofbed complete in all respects. (CSI No. 23.14)

SqM 500.00 27.40 13700.00

Arranging one mali for maintenance of lawn & plants, including cost of Mali, required T&P and other miscellaneouswork as per direction of Engineer I/c . (CSI No. 23.16)

Per month

6.00 7117.00 42702.00

Hedge plantation in a row distance between two hedge 15 to 25 cm including digging hole 6” to 12” ,manure andtreatment with proper chemical etc., including cost of all materials,labour and T&P etccomplete in all respects. (CSINo. 23.17)

RM 500.00 33.70 16850.00

Supply and planting seasonal flower plants such as Genda, Rose, Ostar, Flox, Guldawadi,Gulmehndi, Cochia etc.including digging hole of proper size, manure and treatment with proper chemical etc., including cost of fertilizer,manure, all materials, labour and T&P etc complete in allrespects. (CSI No. 23.18)

Each 1200.00 7.80 9360.00

106

(Rs. Twelve Only)107

(Rs. Twenty Three and Paise Seventy Only) 108

(Rs. Nine Hundred Thirty Four Only)109

(Rs. Five Hundred Fifty Only)110

(Rs. Thirteen and Paise Eighty Only) 111

(Rs. Twenty and Paise Forty Only) 112

(Rs. One Hundred Seventy One Only)113

(Rs. Three Hundred Ninety One Only)114

(Rs. Fifty Six and Paise Ten Only) 115

(Rs. Twenty Seven and Paise Forty Only) 116

(Rs. Seven Thousand One Hundred Seventeen Only)117

(Rs. Thirty Three and Paise Seventy Only) 118

(Rs. Seven and Paise Eighty Only)

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Page No. (14)



Supply and planting permanent ornamenta/ plant like Croten, Varil pristal, Glodulus, Lily, Fern, Bogenbelia etc.including cost of plants, manure, pesticides, fertilizer, labour and T&P etc complete also including preparation offlower bed. (CSI No. 23.19)

Each 1200.00 37.60 45120.00

Supply and planting of Garden Grass (Australian/Korean). including cost of plants, manure, pesticides, fertilizer,labour and T&P etc complete also including preparation of bed. (CSI No. 23.20)

Sqm 150.00 57.10 8565.00

Providing and fixing 15 mm dia B-class Jindal, JTC, ISI or approved make G.I. pipes complete with with special suchas bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion ofthe work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and allmaterials, labour and T&P complete. (CSI No. 26.01)

RM 120.00 178.00 21360.00

Providing and fixing 20 mm dia B-class Jindal, JTC, ISI or approved make G.I. pipes complete with with special suchas bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for proper completion ofthe work. the rate also includes concealed GI fitting where required, cutting and making good the walls etc and allmaterials, labour and T&P complete. (CSI 26.02)

RM 100.00 215.00 21500.00


RM 120.00 358.00 42960.00


RM 150.00 423.00 63450.00


RM 160.00 552.00 88320.00


RM 160.00 807.00 129120.00

Providing and fixing 100 mm dia B-class Jindal, JTC, ISI or approved make G.I. pipes complete with with specialsuch as bend, tee, socket, cross, clamp etc earth work including filling the trenches etc required for propercompletion of the work. the rate also includes concealed GI fitting where required, cutting and making good the wallsetc and all materials, labour and T&P complete. (CSI 26.09)

RM 252.00 1076.00 271152.00

119

(Rs. Thirty Seven and Paise Sixty Only)

121

(Rs. One Hundred Seventy Eight Only)122

(Rs. Two Hundred Fifteen Only)123

(Rs. Three Hundred Fifty Eight Only)124

(Rs. Four Hundred Twenty Three Only)125

(Rs. Five Hundred Fifty Two Only)126

(Rs. Eight Hundred Seven Only)127

(Rs. One Thousand Seventy Six Only)

120

(Rs. Fifty Seven and Paise Ten Only)

JE SDO EE .


Page No. (15)



Making water connection of GI pipe line with GI Mains ( 25 mm to 100 mm ) dia. by providing and fixing Ferrule (25mm dia) GI union and nipple including cutting and threading the pipe, inspection, testing, cutting and making good theroad, executing bond with Nagar maha palika, fixing of pipe line upto the points near the building complete workincluding supply of all materials, labour and T&P etc. required for proper completion of work. (CSI No. 26.19)

Job 20.00 674.00 13480.00

P/F 15 mm dia full way G.M. Gate valve with wheel, ISI Mark heavy quality including supply of all materials, labourand T&P etc. required for proper completion of the work.(CSI 26.22)

Each 10.00 675.00 6750.00

P/F 20 mm dia full way G.M. Gate valve with wheel, ISI Mark heavy quality including supply of all materials, labourand T&P etc. required for proper completion of the work.(CSI 26.23)

Each 12.00 884.00 10608.00

P/F 32 mm dia full way G.M. Gate valve with wheel, ISI Mark heavy quality including supply of all materials, labourand T&P etc. required for proper completion of the work. (CSI 26.25)

Each 12.00 1685.00 20220.00

P/F 40 mm dia full way G.M. Gate valve with wheel, ISI Mark heavy quality including supply of all materials, labourand T&P etc. required for proper completion of the work. (CSI 26.26)

Each 4.00 2358.00 9432.00

P/F 50 mm dia full way G.M. Gate valve with wheel, ISI Mark heavy quality including supply of all materials, labourand T&P etc. required for proper completion of the work. b(CSI 26.27)

Each 4.00 3116.00 12464.00

Providing and fixing PVC BALL FLOAT VALVE 15 mm dia. WITH BRASS & UNION COMPLETE, ISI mark heavyquality including supply of all materials, labour and T&P required for proper completion of work. (CSI 26.28)

Each 8.00 223.00 1784.00

Providing and fixing lead connection pipe 330 x 15 mm with brass union including supply of all materials, labour andT&P etc required for proper completion of work. (CSI 26.39)

Each 12.00 229.00 2748.00

S/F of sintex or equivalent make water storage tank including all materials, labour and T&P etc. required for propercompletion of work.(CSI 26.50)

Litre 5000.00 9.70 48500.00

P/F brass bib cock of heavy quality 15 mm dia (400 gm) ISI marked, including supply of all materials, labour and T&Petc. required for proper completion of the work.(CSI 26.51)

Each 18.00 501.00 9018.00

Supply and fixing brass bib cock/ stop cock of heavy quality 15 mm dia (200 gms) ISI mark including supply of allmaterials, labour, T&P etc complete. (CSI 26.52 a)

Each 10.00 321.00 3210.00

Providing and fixing CP BRASS BIB COCK15 mm dia. HEAVY QUALITY ( 400gm) ( L & K and equi.) fittings, ISImark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI26.53)

Each 28.00 706.00 19768.00 (Rs. Three Hundred Twenty One Only)

128

(Rs. Six Hundred Seventy Four Only)129

(Rs. Six Hundred Seventy Five Only)130

(Rs. Eight Hundred Eighty Four Only)131

(Rs. One Thousand Six Hundred Eighty Five Only)132

(Rs. Two Thousand Three Hundred Fifty Eight Only)

136

(Rs. Nine and Paise Seventy Only) 137

(Rs. Five Hundred One Only)

133

(Rs. Three Thousand One Hundred Sixteen Only)134

(Rs. Two Hundred Twenty Three Only)135

(Rs. Two Hundred Twenty Nine Only)

139

(Rs. Seven Hundred Six Only)

138

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Page No. (16)



P/F brass shower of heavy quality 100 mm dia (weight >225 gm) ISI mark including supply of all materials, labour and T&P etc. required for proper completion of the work.(CSI 26.56)

Each 4.00 916.00 3664.00

Providing and fixing CP BRASS STOP COCK 15 mm dia. HEAVY QUALITY (400gm) ( L & K and equi.) fittings, ISImark heavy quality including supply of all materials, labour and T&P required for proper completion of work. (CSI26.59)

Each 20.00 629.00 12580.00

Providing and fixing of 110 mm dia PVC pipe 6 Kg/ Sq.cm for with special such as Tee, bend, socket, elbow etcincluding supply of all labour,material,T & P etc complete required for proper completion of work. (CSI No. 26.64a)

RM 200.00 242.00 48400.00

Providing and fixing 15 mm dia C.P. piller cock of approved make including cost of all materials, cartage, labour,T&P etc required for proper completion of work. (CSI 26.66)

Each 6.00 706.00 4236.00

Providing and fixing concealed stop cock of C.P. brass 15 mm dia including cost of all materials, labour, T&P etc allcomplete. (CSI 26.72)

Each 16.00 853.00 13648.00

Supply and fixing white glazed earthern ware W.C."Orissa" Pan Hindware Cera or approved make of size (58 x 44)cm. including supply of all materials, labour and T&P etc. complete.(CSI 27.02 b)

Each 4.00 1768.00 7072.00

148 Providing and fixing white glazed "P" or "S" trap including cement concrete and all materials, labour cartage T&Petc.required for proper completion of the work.(For W.C.).(CSI 27.86)

Each 4.00 614.00 2456.00

Providing and fixing 550X400 mm wash hand basin of white glazed earthern ware first quality I.S.I. marked(Hindustan,Neycer / Cera make) including supply of all materials, labour and T&P etc. required for proper completionof the work. .(CSI.27.07)

Each 4.00 3047.00 12188.00

Providing and fixing Stainless Steel sink 610x450x200 mm Heavy Quality( ISI MARKED) including all materials,labour cartage T&P etc.required for proper completion of the work. (CSI No. 27.11)

Each 2.00 2827.00 5654.00

Supply and fixing P.V.C. cistern Hindware, Perryware or equivalent make 10 litres. Capacity complte with allaccessories (Low level) including all materials, labour and T&P etc complete. (CSI No. 27.16 b)

Each 4.00 1144.00 4576.00

Providing and fixing 600 mm x 450 mm beveled edge mirror of Atul,Kiran makeglass with Indian polish 6.50 mmthick complete with back of 600 mm x 450 mm x 6 mm hard board sheet fixed to wooden cieats with C.P. brassscrews and washers including supply of all materials, labour and T&P etc.required for proper completion of thework.(CSI 27.23a)

Each 4.00 999.00 3996.00

Providing and fixing 750 mm x 20 mm size C.P. brass towel rail of approved quality including brackets includingsupply of all materials,labour and T&P etc. required for proper completion of the work and cutting and making goodthe wall plaster etc. required for work. (CSI No. 27.25)

Each 4.00 466.00 1864.00

(Rs. Six Hundred Fourteen Only)

142

(Rs. Nine Hundred Sixteen Only)143

(Rs. Six Hundred Twenty Nine Only)

(Rs. One Thousand Seven Hundred Sixty Eight Only)

144

(Rs. Two Hundred Forty Two Only)145

(Rs. Seven Hundred Six Only)146

(Rs. Eight Hundred Fifty Three Only)147

(Rs. One Thousand One Hundred Forty Four Only)152

(Rs. Nine Hundred Ninety Nine Only)153

(Rs. Four Hundred Sixty Six Only)

149

(Rs. Three Thousand Forty Seven Only)150

(Rs. Two Thousand Eight Hundred Twenty Seven Only)151

JE SDO EE .


Page No. (17)



Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws includingsupply of all materials,labour and T&P etc.required for proper completion of the work. (CSI No. 27.27)

Each 4.00 284.00 1136.00

Providing and laying SWR, PVC (Finolex or equivalent) 110mm dia pipe excluding cost of excavation, C.C. etcincluding its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work.(CSI 27.90 c)

RM 20.00 397.00 7940.00

Supply and fixing Nahani Trap India make of heavy approved quality complete with C.P. brass grating, Nahani Traplaid over base cement concrete 1:6:12 including cost of cement supply of all materials,labour and T&P etc. requiredfor proper completion of the work. (CSI 27.70)

RM 16.00 306.00 4896.00

Providing and fixing SWR, PVC (Finolex or equivalent) 110mm dia Bends including cost of all materials, labour andT&P etc. required for proper completion of the work.(CSI 27.91 c)

Each 4.00 188.00 752.00

Providing and fixing SWR, PVC (Finolex or equivalent) 110mm dia Socket including cost of all materials, labour andT&P etc. required for proper completion of the work.(CSI 27.93 c)

Each 4.00 162.00 648.00

Providing and fixing CI COVER WITH FRAME COMPLETE 450 mm INTERNAL Dia. including all materials, labourcartage T&P etc.required for proper completion of the work. (Chp. 25/54 +10% CP)

Each 4.00 4400.00 17600.00

Wiring point for light with 1.5 sq. mm FR PVC insulated multistrand single core copper conductor cable in PVCconduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire, piano type switch and ceilingrose/ angle/ batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,asdirected,including maching colour wash.(PWD ELE. SCH. 131C)

Each 120.00 471.00 56520.00

Wiring point for fan/fresh air fan with 1.5 sq. mm FR PVC insulated multistrand single core copper conductor cable inPVC conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire, piano type switch andceiling rose/ angle/ batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,asdirected,including maching colour wash (PWD ELE. SCH.133C

Each 130.00 540.00 70200.00

Wiring point for plug with 1.5 sq. mm FR PVC insulated multistrand single core copper conductor cable in PVCconduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire, piano type switch and ceilingrose/ angle/ batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,asdirected,including maching colour wash (PWD ELE. SCH. 134C)

Each 130.00 249.00 32370.00

Wiring point for exhaust fan with 1.5 sq. mm FR PVC insulated multistrand single core copper conductor cable inPVC conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire, piano type switch andceiling rose/ angle/ batten holder on 3mm thick phenolic laminated backelite sheet etc,complete in all respects,asdirected,including maching colour wash. (PWD ELE. SCH.137C)

Each 160.00 707.00 113120.00

(Rs. Three Hundred Six Only)157

(Rs. One Hundred Eighty Eight Only)158

(Rs. One Hundred Sixty Two Only)

154

(Rs. Two Hundred Eighty Four Only)155

(Rs. Three Hundred Ninety Seven Only)156

160

(Rs. Four Hundred Seventy One Only)161

(Rs. Five Hundred Forty Only)162

(Rs. Two Hundred Forty Nine Only)163

(Rs. Seven Hundred Seven Only)

(Rs. Four Thousand Four Hundred Only)

159

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Page No. (18)



Supply and fixing and concealing of 20mm thick PVC conduit pipe with ISI marked embossed and with PVCaccessories confirming to IS 3419 for drawing wires duly sealed at joints original resin/adhesive to make the completepiping rigid, plastering with cement sand mortor finished to the level with matching colour wash including supply of allmaterials, labour and T&P etc.required for proper completion of the work.(PWD ELE. SCH.148A)

RM 500.00 44.00 22000.00

Supply and fixing and concealing of 25mm thick PVC conduit pipe with ISI marked embossed and with PVCaccessories confirming to IS 3419 for drawing wires duly sealed at joints original resin/adhesive to make the completepiping rigid, plastering with cement sand mortor finished to the level with matching colour wash including supply of allmaterials, labour and T&P etc.required for proper completion of the work. (PWD ELE. SCH.149A)

RM 400.00 52.00 20800.00

Supply and fixing of 2/3/4 ways round steel junction box confirming to ISS for 20mm dia 16 guage (1.5mm) thick steelconduit concealed in wall, keeping its level upto plaster duly provided with proper size cover screwed as directed atsite by Engineer-in-charge with supply of all material, labour & T&P etc. required for proper completion of work.(PWDELE. SCH.154)

Each 100.00 26.00 2600.00

Supply and fixing of 2/3/4 ways round steel junction box confirming to ISS for 25mm dia 16 guage (1.5mm) thick steelconduit concealed in wall, keeping its level upto plaster duly provided with proper size cover screwed as directed atsite by Engineer-in-charge with supply of all material, labour & T&P etc. required for proper completion of work.(PWDELE. SCH.155)

Each 75.00 28.00 2100.00

Supply and fixing of switch box made up of SWG (1.5mm) thick M.S. sheet of 100x100x65mm size duly painted withred oxide primer and flushed in wall including cutting of brick work, fixing it to the level with cement sand mortarincluding matching colour wash with s/o all materials, labour and T&P required for proper completion of work asdirected at site by the E/I. (PWD ELE. SCH.159)

Each 30.00 53.00 1590.00

Supply and fixing of switch box made up of SWG (1.5mm) thick M.S. sheet of 150x150x65 mm size duly painted withred oxide primer and flushed in wall including cutting of brick work, fixing it to the level with cement sand mortarincluding matching colour wash with s/o all materials, labour and T&P required for proper completion of work asdirected at site by the E/I. (PWD ELE. SCH.160)

Each 20.00 86.00 1720.00


Each 20.00 132.00 2640.00


Each 4.00 341.00 1364.00

164

(Rs. Forty Four Only)165

(Rs. Fifty Two Only)166

(Rs. Twenty Six Only)167

(Rs. Twenty Eight Only)168

(Rs. Fifty Three Only)169

(Rs. Eighty Six Only)170

(Rs. One Hundred Thirty Two Only)171

(Rs. Three Hundred Forty One Only)

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Page No. (19)



Supply and wiring of submains with 2 nos. 2.5 sq.mm & with 1 no earth wire of 1.5 sq.mm FR PVC insulated 1100Vgrade insulated multistrand single core copper conductor cable in existing PVC conduit pipe complete,includingsupply of all materials, labour and T&P etc.required for proper completion of the work. (PWD ELE. SCH. 291)

RM 650.00 58.00 37700.00

Supply and wiring of submains with 2 nos. 4 sq.mm & with 1 no earth wire of 2.5 sq.mm FR PVC insulated 1100Vgrade insulated multistrand single core copper conductor cable in existing PVC conduit pipe complete,includingsupply of all materials, labour and T&P etc.required for proper completion of the work. (PWD ELE. SCH. 291A)

RM 600.00 87.00 52200.00

Supply and wiring of submains with 2 nos. 6 sq.mm & with 1 no earth wire of 4 sq.mm FR PVC insulated 1100V gradeinsulated multistrand single core copper conductor cable in existing PVC conduit pipe complete,including supply ofall materials, labour and T&P etc.required for proper completion of the work. (PWD ELE. SCH. 291D)

RM 400.00 129.00 51600.00

Supply and fixing of 32 Amp.240 V DP metal clad rewireable type switch fuse unit on MDFEG/Teak wood boardincluding making connections etc.complete all respect. (PWD ELE. SCH. 305)

Each 20.00 1190.00 23800.00

Supply and fixing of 63 Amp.415 V metal clad rewireable type switch fuse unit on angle iron bracket includingmaking connections etc.complete all respect. (PWD ELE. SCH. 313)

Each 40.00 3444.00 137760.00

Supply and burying of 600 x 600 x 3 mm copper plate vertically for earthing with its top at least 3 mtr. below groundlevel complete with 20 mm dia G.I. Pipe and funnel for watering and one earthing lead of one no. 8 to 10 S.W.G.copper wire in 15 mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. Pipe and copperwire will be extra) 30 cm sq. C.I. frame with hinged cover masonary housing alternate layer of charcoal /coke & salt atleast 150 mm thick alround etc.complete in all respects. (PWD ELE. SCH. 704)

Each 40.00 8535.00 341400.00

S/F of one number 8 SWG G.I. wire in 15mm dia G.I.pipe for earthing,laid in ground or in wall duly concealedincluding the cost of cement,sand,labour,T&P and other materials, labour and T&P etc.required for proper completion of the work. (PWD ELE. SCH. 721)

RM 300.00 144.00 43200.00

Supply and fixing of 0.5 to 5.0 Amp. SP MCB of approved make including making connections etc.complete allrespect. (PWD ELE. SCH.1001)

Each 30.00 178.00 5340.00

S/F of 6/10/16/20/25/32 Amp. MCB of approved make and as per sample approved by E/I (10KA)(PWD ELE. SCH.1002)

Each 30.00 143.00 4290.00

Supply and fixing of 40 Amp. SP MCB of approved make including making connections etc.complete all respect.(PWD ELE. SCH.1003 A)

Each 4.00 232.00 928.00

S/F surface/flush mounting 4 ways SPN distribution board without MCB complete in all respect as per direction of E/I.(PWD ELE. SCH.1022)

Each 20.00 502.00 10040.00

172

(Rs. Fifty Eight Only)173

(Rs. Eighty Seven Only)174

(Rs. One Hundred Twenty Nine Only)175

(Rs. One Thousand One Hundred Ninety Only)176

(Rs. Three Thousand Four Hundred Forty Four Only)177

(Rs. Eight Thousand Five Hundred Thirty Five Only)178

(Rs. One Hundred Forty Four Only)179

(Rs. One Hundred Seventy Eight Only)180

(Rs. One Hundred Forty Three Only)181

(Rs. Two Hundred Thirty Two Only)182

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Page No. (20)



S/F hexagonal fan box with hexagonal side approx. 80mm in length fabricated from 16 SWG M.S. sheetincorporating 10mm dia M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwingarrangement with wiring conduit laid in the RCC roof before concreting along with supply of all materials labour andT&P etc. required for proper completion of work. (PWD ELE. SCH.1149)

Each 30.00 112.00 3360.00

Developing the tubewell by the air compressor having a capacity of 8.5 CuM or by the borehole pumping set havingthe capacity of 0.7 CuM/sec as per direction of Engineer I/C. (CSI No. 19.01)

Hr. 50.00 3500.00 175000.00

Drilling of 450 mm dia bore hole from G.L. to 150 M B.G.L.work to be completed in 7 days of 3 shifts of 8 hours eachas per direction of E/C.(CSI 19.04)From G.L. to 90 M B.G.L.(CSI19.07a (i)) RM 180.00 1920.00 345600.00

From 90 M B.G.L.to 120 M B.G.L(CSI19.07b (ii)) RM 100.00 2081.00 208100.00

From 120 M B.G.L.to 150 M B.G.L(CSI19.07 C (iii)) RM 100.00 2272.00 227200.00

Lowering of tube well assembly alongwith shrouding with pea gravels,testing,verticality of tube well and washingof thetube well from G.L to 180M B.G.L.including supply of all materials, labour and T&P etc. required for propercompletion of the work.(CSI 19.12)From G.L. to 90 M B.G.L. (CSI19.12a (i)) RM 90.00 267.00 24030.00

From 90 M B.G.L.to 120 M B.G.L (CSI19.12 b(ii)) RM 30.00 299.00 8970.00

From 120 M B.G.L.to 150 M B.G.L (CSI19.12 c(iii)) RM 30.00 337.00 10110.00

Supply of 150 mm dia (4.85mm thick) MS plain pipe for making tubewell assembly and cartage to boring site, thepipes shall be of TATA/ Jindal or approved make including cost of all labour, materials and T&P required for makingassembly and proper completion of work. including fittings, fixtures, jointing, threading, cutting, welding, etc. andheavy quality sockets/collars.(CSI 19.13 e)

RM 140.00 1485.00 207900.00

Supply of 200 mm M.S. plain pipe (4.50mm thick) MS plain pipe for making tubewell assembly and cartage to boringsite, the pipes shall be of TATA/ Jindal or approved make including cost of all labour, materials and T&P required formaking assembly and proper completion of work. including fittings, fixtures, jointing, threading, cutting, welding, etc.and heavy quality sockets/collars (CSI 19.13 d)

RM 80.00 2310.00 184800.00

Supply of 150 mm M.S.slotted pipe (4.50mm thick) MS plain pipe for making tubewell assembly and cartage toboring site, the pipes shall be of TATA/ Jindal or approved make including cost of all labour, materials and T&Prequired for making assembly and proper completion of work. including fittings, fixtures, jointing, threading, cutting,welding, etc. and heavy quality sockets/collars. (CSI 19.15b)

RM 80.00 1650.00 132000.00

(Rs. One Hundred Twelve Only)

(Rs. Three Thousand Five Hundred Only)185

(Rs. One Thousand Nine Hundred Twenty Only)

(Rs. Two Thousand Eighty One Only)

(Rs. Two Thousand Two Hundred Seventy Two Only)

(Rs. Five Hundred Two Only)183

186

(Rs. Two Hundred Sixty Seven Only)

(Rs. Two Hundred Ninety Nine Only)

(Rs. Three Hundred Thirty Seven Only)187

(Rs. One Thousand Four Hundred Eighty Five Only)188

(Rs. Two Thousand Three Hundred Ten Only)189

(Rs. One Thousand Six Hundred Fifty Only)

184

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Page No. (21)



Development of tubewell by O.P. Unit (5 HP to 10 HP submersible pump set), including bringing Column pipe for theOP unit, assembling, electric connections, running for required period, dismentling and taking out & carrying awayand cleaning the site with cost of all labour, materials, T&P and fuel / Electricity Charges etc required for propercompletion of work and as per direction of Engineer-in-charge. (CSI No. 19.14)

Hr 30.00 786.00 23580.00

S/F of M.S. bail plug of 100mm dia heavy quality including all labour material & T&P. (CSI 19.106) Each 1.00 440.00 440.00

Supply and fixing of MS top plug of 150mm dia heavy quality including all labour material & T&P.(CSI 19.107e) Each 1.00 385.00 385.00

Supply and fixing 75/80mm dia support clamps for column pipes made out of MS flats, pairs of bolt-nuts etc completewith all material, labour, T&P. (CSI 19.113a)

Pairs 10.00 677.00 6770.00

Supply and fixing of 75/80mm dia G.I. ("B" class ) column pipes JTC/ JINDAL make with column coupling socket asrequired for proper completion of work including all labour material & T&P. (CSI 19.114 e)

RM 40.00 686.00 27440.00

Supply and stacking pee gravel properly at levelled ground for measurement as directed by Engineer I/C, including alllabour, T&P required for proper completion of work. (CSI No. 19.134)

CuM 140.00 3273.00 458220.00

Transportation and installation of tube well drilling & development and other equipment at site of work. (CSI No.19.142)

Job 1.00 23815.00 23815.00

Supply and installation of electrical contral panel for 3 phase DOL submersible pumpset containing contractor relay,ampermeter, voltmeter, preventor etc for 7.5H.P.pumpset. (L&T, Havells or equivalent.) (CSI No.19.143 e)

Each 1.00 13472.00 13472.00

Rupees No Only) Each 1.00 13472.00 13472.00

Supply and installation of three phase submersible pump set of 7.5 HP, outlet 50mm dia. or more, Head 60/24,Discharge 9000/24000 LPH of KSB or equivalent make as approved by E/I including supply of all materials, labourand T&P etc. required for proper completion of the work.(CSI No.19.147 f)

No. 1.00 51315.00 51315.00

Supply and fixing of 4.0 mm 2 for pump above 3 HP and up to 7.5 H.P. submersible cable Havels or equivalentmake, for submersible pump complete in all respect. (CSI No.19.151 c)

RM 140.00 340.00 47600.00

Supply & fixing of steel wire rope for RM submersible pump (CSI No. 19.153) RM 50.00 66.00 3300.00

(Rs. Seven Hundred Eighty Six Only)

(Rs. Four Hundred Forty Only)192

(Rs. Three Hundred Eighty Five Only)193

(Rs. Six Hundred Seventy Seven Only)

190

(Rs. Fifty One Thousand Three Hundred Fifteen Only)

194

(Rs. Six Hundred Eighty Six Only)195

(Rs. Three Thousand Two Hundred Seventy Three Only)196

(Rs. Twenty Three Thousand Eight Hundred Fifteen Only)

(Rs. Three Hundred Forty Only)

201

(Rs. Sixty Six Only)

197

(Rs. Thirteen Thousand Four Hundred Seventy Two Only)

198 (Rs. Thirteen Thousand Four Hundred Seventy Two Only)

199

200

191

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Page No. (22)



Supply and installation of Kirloskar or equivalent make single stage, horizontal, self priming, three phase dewateringpumpset of specification Head 14/16 M, Discharge 13.6/10 LPS, solid handle size 15.5 mm, suction 80 mm, delivery80 mm, RPM 1500 including cost of 80 mm dia G.I. pipe for suction (3M) and delivery (4.5 M). (CSI No. 19.156)

No. 10.00 40990.00 409900.00

Supply and installation of INDIA MARK II HAND PUMP including 150 mm dia. 45 M deep boring upto second strataincluding supply and lowering 110mm to 63mm dia PVC pipe( 24 M-110mm & 21M- 63mm 6 kg/Sqm ) with requiredstrainer, reducer joining 90 mm dia long cylinder,32 mm dia gi pipe 3m long including supply and filling of coursesand of approved quality(approx. .15 cum) including developing the bore well to achive clear and sand free water forcontinious 60 min. including cost of all material.labour and t&p and its cartage for installation of hand pump completeas per drawing and design and instruction of e/c and making 1.85 m dia plateform around the pump as per drawingincluding excavation of earth and laying 25 mm c.c. floor 1:2:4 with cement,c.sand and 20 mm stone ballast withwater proofing coumpound over 100 mm thick c.c. 1:6:12 with cement,c.sand and 40mm brick ballast and makingside edge 115mm thick and 300 mm deep with brick work 1:4 and plaster the same with 1:4 mix with neat cementfinish also including 115 mm wide drain 1:4 brick work & plaster all around the periphery of plateform completeincluding supply of all materials, labour and t&p etc. required for proper completion of work. (CSI No.22.79)

Each 20.00 33550.00 671000.00

Marking of building and foundation in new sub-station (132/220 KV) in UPPCL land as per approved layout drawingwith help of Theodolite/ total station instrument and closing of Travers for main Gantry etc including cost of all labour,Supervisor, instrument, T&P materials complete as per direction of Engineer I/C. (CSI No.22.82)

Job 1.00 6475.00 6475.00

Arranging and laying 20mm uniform granite stone ballast in turrfing of switchyard incuding cost of material, labour ,T&P completion as per direction on engineer incharge (CSI 22.101)

Cum 1000.00 2930.00 2930000.00

S/F G.I.Tee 100mm W.S (Material Chapter 24/18 +10% C.P. No. 8.00 935.00 7480.00

S/F G.I. Bend 100mm W.S (Material Chapter 24/33 +10% C.P. No. 4.00 489.50 1958.00

S/F G.I. Socket 100mm W.S (Material Chapter 24/51 +10% C.P. No. 8.00 495.00 3960.00

S/F G.I. Union 100mm (CSI 26.24/121e+10% C.P. No. 5.00 1210.00 6050.00

Supply and instaiiation of 2.0 Ton split air conditioner (hitachi/o-general) make with 10kva voltage stabilizer includingall labour t&p or proper compleation of work. (CSI No. 22.100)

No. 20.00 69000.00 1380000.00

Supply and filling brick bat in soak pit including all labour, material and T&P etc complete. (for 01 soak pit) (CSI No.6.23)

Cu.M 120.00 846.00 101520.00

202

(Rs. Forty Thousand Nine Hundred Ninety Only)

203

(Rs. Thirty Three Thousand Five Hundred Fifty Only)204

(Rs. Six Thousand Four Hundred Seventy Five Only)205

(Rs. Two Thousand Nine Hundred Thirty Only)206

(Rs. Nine Hundred Thirty Five Only)207

(Rs. Four Hundred Eighty Nine and Paise Fifty Only) 208

(Rs. Four Hundred Ninety Five Only)

210

209 (Rs. One Thousand Two Hundred Ten Only)

(Rs. Sixty Nine Thousand Only)211

(Rs. Eight Hundred Forty Six Only)

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Page No. (23)



Finishing walls with water proof cement paint of approved made like “Super Snowcem” or equivalent quality on newwork with three coats to give an even shade including supply of all materials, labour etc. required for propercompletion of work. (CS.I. No 13.07+13.08)

Sqm 3000.00 72.90 218700.00

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by theEngineer-in-charge within a distance of 60 meters. (CSI 15.01)

Cum 250.00 380.60 95150.00

Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials asdirected by the Engineer-in-charge within a distance of 60 meters. (CSI 15.03)

Cum 400.00 833.00 333200.00

First class brick work in foundation & plinth with old dismantled bricks ( supplied by department free of cost) andcoarse sand of FM 1.8 to 2.5 mortar in 1:6 including supply of all labour, materials, T&P etc complete. (CSI No. 6.20)

Cum 600.00 1819.00 1091400.00

Removal of cement mortar from dismenttled bricks and stacking in countable position at place as directed by theEngineer in charge, including cost of all labour and T&P required for proper completion of work. (CSI No. 6.19)

Per %0 No.

50000.00 1917.00 95850.00

Concrete work with 40 mm gauge brick ballast obtained from breaking brick bats (brick bats supplied by thedepartment free of cost) in proportion of 12:6:1 as in item 5.01 above including cost of all labour, materials, T&P etcrequired for proper completion of work. (CSI No. 5.22)

Cum 350.00 2675.00 936250.00

Providing and fixing 610 mm x 450 mm x 250 mm white glazed fire clay of Sink Hindware.Perry,Purushottam make1" quality ISI marked with R.S. or C.I.brackets, C.P. brass chain with rubber plug 32 mm C.P. brass waste completewith checknut,32 mm C.P. brass trap with necessary unions including supply of all required materials, labour and T&Petc. required for proper completion of the work and including cutting and making good the walls where required withcement, sand and grit, fittings used should be of superior quality. (CSI No.-27.10)

Each 30.00 3688.00 110640.00

Making borehole in all type of soil by any method required as per site conditions in accordance with IS specificationNo 1982-1979 and 1498-1970 and conducting standard penetration test in accordance with IS specification No 2131 –1981 at every 1.5 M approx . or as per strata during making borehole and also collecting undisturbed and disturbedsoil samples at a depth of approx. 1.5 M depth or change of strata of soil as per site requirements in each borehole inaccordance with IS specification 1892-1978. (Depth of water table as detemine from borehole or from nearestwaterwell ) Each Boreholes to be bored upto 15.00 depth. (CSI 22.83)

RM 240.00 850.00 204000.00

Undisturbed soil samples collected in field will be tested in Laboratory and preparation of samples for tests mentionedbelow, will be done/governed in accordance with IS 2720 (Part 1)-1983i) Tri axial compression test and determination of shear parameters(c & � ) as per ISS –2720 (Part ix) ISS 2720-(Part xii) ISS 2720-(Part xiii) on silty/sandy soil . (CSI 22.84 a) OR

No. 300.00 730.00 219000.00220 (Rs. Eight Hundred Fifty Only)

219

(Rs. Three Hundred Eighty and Paise Sixty Only) 214

(Rs. Eight Hundred Thirty Three Only)

(Rs. Seventy Two and Paise Ninety Only)

216

(Rs. One Thousand Nine Hundred Seventeen Only)

213

217

(Rs. Two Thousand Six Hundred Seventy Five Only)

212

218

(Rs. Three Thousand Six Hundred Eighty Eight Only)

(Rs. One Thousand Eight Hundred Nineteen Only)

215

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Page No. (24)



Consolidation Test as per ISS-2720( Part xv )on clay soilii) Sieve analysis test as per ISS 2720 (Part iv)iii) Atterberg’s limit tests as per ISS –2720 (Part v)iv) Particle size analysis test as per ISS 2720 (Part iv)v) Natural moisture content test as per ISS 2720 (Part vi)vi) Wet density test and dry density test as per ISS 2720 (Part vi)vii) Specific gravity test as per ISS 2720 (Part iii) section 2Disturbed soil samples will be prepared in accordance with ISS 2720 (Part I) 1983 and tested as followsi) Sieve analysis test as per ISS – 2720 (part iv)ii) Atterberg’s limit tests as per ISS- 2720(Part v) (CSI 22.84 b))

No. 140.00 305.00 42700.00

222 Conducting plate load test near CONTROL ROOM BUILDING site at a depth of 1.00 Metre as per IS 1980-1982including supply of all material, labour and T&P equipment and recording of test result as per Codal requirement andsubmission of report. (CSI 22.85)

job 200.00 18000.00 3600000.00

223 Supply and fixing of 150 mm MS socket of heavy quality including cost of all materials, labour and T&P etc requiredfor proper completion of work. (CSI 19.101) 200 mm dia. (CSI No.-19.101 c) No. 5.00 660.00 3300.00

150 mm dia (CSI No.-19.101 d) No. 5.00 330.00 1650.00

224 Supply and fixing of M.S. bail plug of heavy quality 150 mm dia. (CSI No.-19.104) No. 1.00 660.00 660.00

225 Supply and fixing of MS top plug of heavy quality 200 mm dia. (CSI No.-19.107 c) No. 1.00 660.00 660.00

226 Supply and fixing of sluice valve of 80/75 mm size ISI mark with nuts, bolts and packing. (CSI No.-19.116a) No. 2.00 4950.00 9900.00

227 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge togive high gloss finish etc. complete as per design approved by Engineer-in-Charge. (DSR 2013 8.3.2) Granite work

Metre 100.00 210.65 21065.00

105322623.50

(Rs. Two Hundred Ten and Paise Sixty Five Only)

(Rs. Ten crore fifty three lacs twenty two thousand six hundred twenty three and paisa fifty only)

221

(Rs. Eighteen Thousand Only)

Total Rs

(Rs. Three Hundred Five Only)

(Rs. Six Hundred Sixty Only)

(Rs. Three Hundred Thirty Only)



(Rs. Four Thousand Nine Hundred Fifty Only)

JE SDO EE .


bills of quantity for civil works of 220 kv sub station...

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