boq- bal works pf-1 r (qzgnd)

8/8/2019 BOQ- Bal Works PF-1 R (Qzgnd)

1/8Signature of Tenderer/s 67

SCHEDULE OF ITEM RATE AND QUANTITIES (BOQ)Name of Work :

151.88 Lacs

2.26 Lacs

Completion Period : 04 (Four) Months

Description Unit Qty.

SCHEDULE - 'A' (CIVIL WORK - DSR ITEMS)

Sub Head: EARTHWORK

1.1

1.1.1 All kinds of soil. cum 650.00 103.40 67210.00 2.8.1

1.2 cum 650.00 45.70 29705.00 2.25

1.3 cum. 1660.00 301.50 500490.00

Sub-Head: Concrete Work

2.1

2.1.1 cum 680.00 2449.00 1665320.00 4.1.8

2.1.2 cum. 50.00 2237.75 111887.50 4.1.10

Construction of Balance works of Platforms, etc., at Qazigund Station yard (Package PF-1R) onQazigund-Baramulla New B.G. Rail Line Project (J&K).Estimated Cost : Rs.

Earnest Money : Rs.

ItemNo.

Rate(In Rs.)

Amount(In Rs.)

DSR - 2007items'

reference

Earth work in excavation in foundationtrenches or drains (not exceeding 1.5 min width or 10 sqm on plan) including

dressing of sides and ramming of bottoms, lift upto 1.5 m including gettingout the excavated soil and disposal of surplus excavated soil as directed, withina lead of 50m.

Filling available excavated earth(excluding rock) in trenches, plinth, sidesof foundation etc. in layers not exceeding20 cm in depth: consolidating eachdeposited layer by ramming andwatering, lead up to 50 m and lift up to1.5 m.

Supplying and filling in plinth with finesand under floors including watering,ramming consolidating and dressingcomplete.

Similar to2.27

Providing and laying in position cementconcrete of specified grade excluding thecost of centering and shuttering - All workupto plinth level.

1 : 4 : 8 ( 1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominalsize )

1:5:10 (1cement: 5coarse sand: 10graded stone aggregate 40mm nominalsize).


2/8

Signature of Tenderer/s 68

2.2

2.2.1 cum 15.00 3257.45 48861.75 4.1.3

3.1 cum 175.00 4147.40 725795.00 5.33

3.2

3.2.1 sqm 575.00 162.65 93523.75 5.9.5

3.2.2 sqm 210.00 119.25 25042.50 5.9.1

3.2.3 sqm 475.00 238.40 113240.00 5.9.6

SUB HEAD NO 4 : BRICK WORK

4.1

4.1.1 cum 85.00 2121.75 180348.75 6.1.2

4.2

4.2.1 cum 110.00 2357.40 259314.00 6.4.2

Sub-Head: Flooring

Providing and laying cement concrete inretaining walls, return walls (anythickness) including attached pilasters,columns, piers, abutments, pillars, poststruts buttresses, string or lacing courses,parapets , coping, bed blocks, anchor blocks, plain window, window sills, filletsetc up to floor five level, excluding thecost of centring, shuttering and finishing

1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominalsize)Providing and laying in position machinebatched, machine mixed and machinevibrated design mix cement concrete of specified grade for reinforced cementconcrete structural elements, excluding

the cost of centring, shuttering, finishingand reinforcement, including admixture inrecommended proportion (as per IS:9103) to accelerate, retard setting of concrete improve workability withoutimpairing strength and durability as per direction of the Engineer-in-Charge-M25grade R C C (using 410 kg of cement per cum of concrete) instead of M20 grade RC C .All work upto floor V level.

Centering and shuttering includingstrutting, propping etc. and removal of form for:

Lintels, beams, plinth beams, girders,bressumers and cantilevers.

Foundations, footings, bases of columns,etc.

Columns, Piers, Pillars, Abutments, postsand pillars

Brick work with F. P. S. bricks of classdesignation 75 in foundation and plinth in

Cement mortar 1 : 6 ( 1 cement : 6coarse sand )

Brick work with F. P. S. bricks of classdesignation 75 in superstructure aboveplinth level upto floor five level in allshapes and sizes in :

Cement mortar 1 : 6 ( 1 cement : 6coarse sand )


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5.1

5.1.1 25 mm thick sqm 400.00 694.40 277760.00 11.26.1Sqm. 10.00 676.75 6767.50 11.27

5.2 sqm 465.00 556.60 258819.00

5.3

5.3.1 Sqm. 100.00 2543.65 254365.00 8.2.2.2

5.3.2 Metre 20.00 106.80 2136.00 8.4

Kota stone slab flooring over 20 mm(average) thick base laid over and

jointed with grey cement slurry mixedwith pigment to match the shade of theslab including rubbing and polishingcomplete with base of 1 : 4 ( 1 cement : 4coarse sand).

Kota stone slabs 25mm thick in risers of steps, skirting, dado and pillars laid on12mm (average) thick cement mortar 1:3(1cement: 3coarse sand) and jointed withgrey cement slurry mixed with pigment tomatch the shade of the slab, includingrubbing and polishing complete.

Providing and fixing 1st quality ceramic

glazed tiles conforming to IS: 15622 of minimum thickness 5mm of approvedmake like NITCO, ORIENT, SOMANYKAJARIA or equivalent make in allcolours, shades, design and printsexcept begundy, bottle green, black of any size as approved by the Engineer-in-Charge in skirting, risers of steps anddado over 12mm thick bed of cementmortar 1:3 (1cement: 3coarse sand) and

jointed with grey cement slurry @ 3.3kgper Sqm. including pointing in whitecement mixed with pigment of matching

shade complete.

Similar to

11.36

Providing and fixing 18mm thick mirror polished, machine cut for kitchenplatforms, vanity counters facias andsimilar locations of required size of approved shade, colour and texture laidover 20mm thick base cement mortar 1:4(1cement: 4coarse sand) with jointstreated with white cement, mixed withmatching pigment, epoxy touch ups,including rubbing, curing etc. complete atall levels.

Granite Brown. Area of slab over 0.5Sqm.

Extra for fixing marble/ granite stone over and above corresponding basic item. Infacia and drops of width upto 150mm withexpoxy resin based (Araldite or equivalent) adhesive including cleaning

etc. complete.


4/8


5.3.3 Each 120.00 151.00 18120.00 8.5

5.4 Sqm. 6650.00 318.65 2119022.50 11.5

Sub-Head: Finishing

6.1 12 mm cement plaster of mix:

6.1.1 1:6 (1 cement : 6 coarse sand) sqm 2550.00 72.70 185385.00 13.4.2

6.5 Applying priming coat:6.5.1 Sqm 100.00 12.65 1265.00 13.50.3

6.6

6.6.1 Two or more coats on new work sqm 100.00 33.25 3325.00 13.61.1

7

7.1 Sqm. 1100.00 30.80 33880.00 13.44.1

Sub-Head: Drainage8.1

8.1.1 Metre 90.00 730.40 65736.00 17.35.1.2

8.3 Providing and fixing 75mm PVC pipes. Metre 65.00 72.50 4712.50

Sub-Head: Water supply

Extra for providing opening of requiredsize and shape for wash basins/ kitchensink in kitchen platform, vanity countersand similar location in marble/ stone workincluding necessary holes for pillars tapsetc. including rubbing and polishing of cutedges etc. complete.

62mm thick cement concrete flooring withHardcrete concrete hardener toppingunder layer 50mm thick cement concrete1:2:4 (1cement: 2coarse sand: 4gradedstone aggregate 20mm nominal size) andtop layer 12mm thick Hardcrete cementhardener consisting of mix 1:2 (1cementhardener mix: 2 graded stone aggregate6mm nominal size) by volume with whichhardcrete hardening compound of Snowcem India Ltd. Or equivalent is

mixed @ 2 litre hardcrete per 50kg of cement including cement slurry, butexcluding the cost of nosing of steps etc.complete.

With ready mixed red oxide zincchromate primer of approved brand andmanufacture on steel galvanisediron/steel works

Painting with synthetic enamel paint of approved brand and manufacture to givean even shade :

Finishing walls with water proofing

cement paint Snowcem-Plus or M/sSnowcem India Ltd. Or equivalent shade.

New work (two or more coats applied @3.84kg/ 10Sqm.).

Providing and fixing soil, waste and ventpipes.100mm dia. Centrifugally cast (Spun) Ironsocketed pipe as per IS:3989.

similar to

7188


5/8


9.1

9.1.1 Metre 55.00 105.85 5821.75 18.10.1

9.1.2 Metre 55.00 133.85 7361.75 18.10.2

9.1.3 Metre 140.00 179.65 25151.00 18.10.3

9.1.4 Metre 30.00 264.05 7921.50 18.10.5

9.2

9.2.1 25 to 40 mm nominal bore. Each. 30.00 166.05 4981.50 18.13.19.3

9.3.1 Each. 105.00 113.90 11959.50

Sub-Head: Stone Boulder

11

11.1 90 mm to 45 mm size cum 95.00 742.30 70518.50

Total (Schedule-'A')-Rs. 7185747.25

Providing and fixing G.I. pipes completewith G.I. fittings and clamps includingcutting and making good the walls etc.(internal work).

Exposed on wall. 15mm dia nominalbore.

Exposed on wall. 20mm dia nominalbore.Exposed on wall. 25mm dia nominalbore.Exposed on wall 40 mm dia nominalbore.Making connection of G.I. distributionbranch with G.I. main of following sizesby providing and fixing tee includingcutting and threading the pipe etc.complete.

Providing and fixing PTMT (AnEngineering thermoplastic) push cock of approved quality colour and make(Prayag or equivalent).

15mm nominal size, with 20mm B.S.P.female threads, 100mm long and 33mmwide with 12mm seat dia and replaceablewashers, weighing not less than 175gms.

Similar to18.57.1

Supplying and stacking of graded stoneaggregate ( for road works, etc.) at site of size range and placing in position as per drawing / Instruction of Engineer-in-Charge.

Similar to16.3.1


6/8


SCHEDULE - 'B' (DSR STEEL ITEMS)1

1.1 Thermo-Mechanically Treated bars Kg. 14000.00 42.70 597800.00 5.22.62

2.1 Kg. 9000.00 51.20 460800.00

2.2

G.I. pipes 40mm nominal bore (class B). Kg. 50.00 68.00 3400.00 10.26.3

Total (Schedule-'B')-Rs. 1062000.00

Providing, cutting, straightening, hooking,bending, placing and binding in positioncold twisted reinforcement of TMT steelbars for RCC works or as temperaturereinforcement wherever required as per approved drawings including binding

wires as a complete job with allcontractor's, tools & plants, lead & liftlabour and materials etc as a complete

job as per specifications and as per instructions of Engineer-in-charge.

NOTE- Payment for above shall be madeonly for quantity of reinforement steelactually used as per approved drawingsexcluding all wastages.

Structural steel work welded/riveted inbuilt up sections, trusses and framedwork including cutting, hoisting, fixing inposition, rivetting/welding and applying apriming coat of approved steel primer andtwo or more coats of synthetic enamelpaint approved brand and shade allcomplete with all contractor's, tools &plants, lead & lift, labour and materialsetc as per specifications and as directedby Engineer-in-charge.

Note 1. For S. No. 2 and 3 above, ratesincludes cost of applying two or morecoats of synthetic enamel paint of approved brand and shade, etc. Thetenderer shall take note of this and quotetheir rates accordingly.

In gratings, frames, guard bar, ladders,railings, brackets, gates and similar works.

Similar as10.25.2

Providing and fixing hand rail by weldingetc. to steel ladders railing, balconyrailing and staircase railing includingapplying a priming coat of approved steelprimer.


7/8


SCHEDULE - 'C' (CIVIL WORK - NON DSR ITEMS)

1 cum 13000.00 90.00 1170000.00 NS Item

2 Rm 580.00 943.00 546940.00 NS Item

Total (Schedule-'C')-Rs. 1716940.00

1 RM 1741.00 3000.00 5223000.00 NS Item

Total (Schedule-'D')-Rs. 5223000.00

Grand Total of Sch. A, B, C & D = 15,187,687.25For & on behalf of

IRCON INTERNATIONAL LTD.

Signature

Supplying and filling of good approvedquality earth from outside railwayboundry including royality, taxes, all leadand lift, mechanical compaction as per Specifications and as per the instructionsof Engineer-in-charge in layers withspecified equipment to required densityof compaction including all labour,material, lead & lift etc., complete.Nothing extra whatsoever is payable for the work.

Providing and fixing Precast ReinforcedConcrete Railing (manufactured with M-30 grade of concrete suitably reinforced& precasted using vibro compactionprocess using FRP moulds) 1.5 MetreHeight of "Koncrete Make" or equivalentcomplete duly approved at site as per specifications and as per the instructionsof Engineer-in-charge.

SCHEDULE - 'D' (CIVIL WORK -OTHER NON DSRITEMS)

Providing and fixing precast Platformcoping of BESPOKE / KK Manhole brandor its equivalent of size 1125 mm x 530mm x 100 mm thickness, manufacturedwith M-30 grade of concrete andreinforcement with 8 mm dia. TOR steel@ 150 mm c/c both ways manufacturedby Vibro compaction process, includingall materials, labours, leads and lifts, etc.,complete in all respect as per the

specifications and as per the instructionsof Engineer-in-Charge.Note:1. The rate includes cost of steel and alltransportation, etc.2. Measurement for Payment in RM willbe made in the direction / alnog side of 530 mm dimension of precast copingpanel.


8/8


Designation : General Manager/J&K-1

boq- bal works pf-1 r (qzgnd)

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