Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Jul 2024
Closing DateCancelled
Tender Amount₹ 4,08,96,000 
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kind of soil

1032

262953

254.8

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Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complet

70

38746

553.52

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

70

374655

5352.22

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

510.95

3689288

7220.45

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

1200

12785352

10654.46

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more(codeno. 5.22A.6 ).

180000

17274600

95.97

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Dumping stone including cost of stones. in Horizontal on level

1531.18

1052242

687.21

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Disposal of Mulba upto 15km by MT.

109.8

57809

526.5

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

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Foundations, footings, bases of columns etc. for mass concrete.

103.2

23753

230.17

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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

3500

1762425

503.55

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Suspended floors, roofs, landings, balconies and access platforms.

1321

736774

557.74

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Dewatering of water seeping into excavated trench

1

307125

307125

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Diverging of river water by way of construction of earthen bund.

1

48262

48262.5

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Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters

1612.5

197241

122.32

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Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

1612.5

6998

4.34

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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

161.25

229447

1422.93

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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charg

126.53

208148

1645.05

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Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm

1612.5

141222

87.58

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

80.62

763596

9471.55

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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 16.64.1 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 16.64.2 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

40.31

13112

325.3

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Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

1612.5

199047

123.44

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Chain Link Fencing

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:

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All kind of Soil @80%

7.24

2769

382.59

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Ordinary rock @20%

1.81

1535

848.54

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Solling stone in Horizontal level including cost of stone and carriage all complete job.

1.49

891

598.37

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

3.82

26597

6962.57

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Providing and fixing G.I chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts. Bolts and washers as required comlete as per the direction of Engineer-incharge made of G.I wire of dia 4mm PVC coated to achieve outer dia not less than 5mm in required colour and shade

222.96

151626

680.06

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Providing & fixing angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10mm dia including fitting and fixing of top and bottom rail of same size at both bottom and top with nut and bolts etc complete.

778.29

119514

153.56

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Product Specification W-Beam/ Threi Beam: W-Beam / Threi Beam metal crash Barrier single side/ double side guard rail comprising of 3mm (and also customized) cold roller section having minimum yield strength 2400 kg/ sqcm having width of 321/510mm and depth of corrugation as 83mm with hot dip galvanized of zinc coating @550g/sqm having total length 4.318m 9effective) legth specification post and spacer channel the post / spacer channel made of cold rolled section having minimum yield strength 2400kg/ sqcm. The post/ spacer will be hot dip galvanized of zinc coating@550g/sqm having size of 150mmx75mmx5mm thick and customiized x length as per the drawing approved by project consultant. hex and round/ buttong head bolt with nuts and washer : as per the requirement certification base metal (HR Coil) as per IS 5986/10748/2062 OF GRADE fE 410, 510 ETC OF TATA/ SAIL/JINDAL Make min yield strength 235-255 mpa min. Tensile strength 360-410mpa Galvanizing as per IS 1364 Hot dip galvanizing, minimum deposition 550gm/ M2 single spot.

200

29836

149.18



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