Police Department Tender

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The DGP has issued a formal invitation for competitive bids for the Police Department project, for Construction/ Black Topping Of Internal Roads In Residential Area In District Jail Jammu. ( Cno. 17) in Jammu, Jammu & Kashmir, with an estimated contract value of Rs. 18,87,000. The bid opening date for this tender is 09-06-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Police Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Police Department - DGP Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date9 Jun 2025
Closing Soon16 Jun 2025
Tender Amount₹ 18,87,000 
Notes
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Costs

Description

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BOQ Items

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering with C.C. (1:3:6) (1 cement : 3 coarse sand : 6 Cr. Stone Agg) . All works upto plinth level.

46.89

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4943.4

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree, landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with (1:1.5:3) mix (1:1.5:3) (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20 mm nominal size).

1.7

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8953.95

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

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-

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

182.2

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262.3

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Suspended floors, roofs, landings, balconies and access platforms

8.36

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635.6

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Edges of slabs and breaks in floors and walls (Under 20 cm wide )

25.6

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242.3

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12mm cement plaster on the rough side of single or half brick wall finished with a floating coat of neat cement of mix 1 : 4 ( 1 cement : 4 fine sand)

121.98

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325.45

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15 mm cement plaster on single or half brick wall of mix 1:6 (I cement : 6 fine sand).

59.24

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278.6

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Finishing walls with acrylic smooth exterior emulsion like apex or equivalent of required shade on new work (two or more coats) over and including priming coat of exterior primer applied @ 2.20 Kg/10 sq.m.)

59.24

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165.75

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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

260.22

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139.4

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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.

260.22

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2.75

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge, including costs and carriages of all materials involved.

260.22

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770.6

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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-Charge, including costs and carriages of all materials involved.

31.32

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1041.5

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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, including costs and carriages of all materials involved.

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-

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on wbm@0.75kg/sqm

205.62

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55.45

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On bitumen surface @ 0.50 Kg/sqm

2947.26

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42.1

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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. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity, including costs and carriages of all materials involved.

73.52

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5770.9

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providing and laying 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solven, including costs and carriages of all materials involved.

1782.06

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162

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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, including costs and carriages of all materials involved.

1507.9

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78.15

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Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete wherever required.

204

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79.25

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Carriage of materials by mechanical means :

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Carriage of sand from samba 45 Km by mech. Means

44.06

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565.82

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Carriage of Stone Aggregate 26 Km. by mech.

80.61

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436.22



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