Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 May 2025
Closing Date9 Jun 2025
Tender Amount₹ 7,26,92,000
Costs
EMD
₹ 14,53,840Document Cost
₹ 6,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDJK_277290_1Tender No
e-NIT No. 05 of 2025-26 Dated 17/05/2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
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 kinds of soil
4786.25
256
1229348.3125
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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: All kinds of soil for a lead of 25 meter beyond 1 m from cutting edge
0.62
576
357.399
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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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
69.16
4826
333800.74
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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)
237.83
5202
1237405.707
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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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
335.2
5733
1921902.72
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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)
329
6591
2168521.25
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
2573.86
4466
11495630.918000001
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Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
2713.51
1857
5039530.772000001
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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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
30.81
7275
224150.45249999998
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
2464.4
123
303614.08
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Centering and shuttering including strutting, propping etc. and removal of formwork for Foundations, footings, bases of columns etc. for mass concrete.
1392.06
286
398616.381
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Centering and shuttering including strutting, propping etc. and removal of formwork for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
491.54
628
309154.08300000004
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Centering and shuttering including strutting, propping etc. and removal of formwork for Suspended floors, roofs, landings, balconies and access platforms.
14
718
10054.800000000001
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Centering and shuttering including strutting, propping etc. and removal of formwork for Edges of slabs and breaks in floors and walls Above 20 cm wide
21.6
1145
24734.16
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Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete 50 mm thick with 20mm nominal size stone aggregate.
204.36
562
114880.974
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Dumping of Stone excluding cost of stone in Horizontal on Level
879.49
237
209230.671
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
83.16
218
18162.144
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete
45
2902
130601.25
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Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm
1031.26
1204
1241791.729
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Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
773.44
1204
931337.7760000002
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Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
773.45
1204
931349.8175000001
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
2578.15
768
1980405.9225
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Supplying and stacking at site Stone screening 13.2 mm nominal size (Type A)
257.79
1204
310417.82850000006
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Supplying and stacking at site Stone screening 11.2 mm nominal size (Type A)
296.98
1204
357608.46700000006
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Supplying and stacking at site good earth
206.25
281
58018.125
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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-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
515.6
8590
4429493.82
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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 Bitumen surface @ 0.50 Kg/sqm
10312.5
56
578531.25
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2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stonechippings of 13.2 mm and 11.2mm sizerespectively per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2mm size respectively including a tack coat with hot straight runbitumen 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
10312.5
269
2782828.1250000005
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Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen 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 andfinishing with road all complete.
10312.5
101
1045687.5000000001
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Providing & errecting a "W" Metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 Cm above road /ground level ,fixed on ISMC series channel verical post ,150*75*5 mm spaced 2 m c/c ,1.80 m high ,1.10 m below ground /road level ,all steel parts and fitments to be galvanised by hot dip process,all fittings to confirm to IS 1367 and IS 1364 ,Metal rail te be fixed on the vertical post with a spacer of channel section 150*75*5 mm ,330 mm long complete as per clause 800.10 complete as per specifications A .Type -"A","W" MORTH specification. No. 810 with glow/reflective barrier strips Including cost of (1:3:6), Centering Shuttering,Curing , all lead,lift and carriages (Complete Job).
334
4500
1503000
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Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometer stone as per standard design including finishing smooth in 1:3 cement mortar ( 1cement : 3 fine sand) but excluding the cost of earthwork, concrete in foundation, painting and lettering etc. which shall be paid for separately. 35x111x25 cm size.
3
2587
7761.150000000001
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Providing and fixing precast reinforced cement concrete 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) kilometer stone as per standard design including finishing smooth in 1:3 cement mortar ( 1cement : 3 fine sand) but excluding the cost of earthwork, concrete in foundation, painting and lettering etc. which shall be paid for separately. 35x93.5x18 cm size
13
1725
22426.3
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Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Mandatory/ Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
13
6885
89509.55
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Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Cautionary/ warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm.
25
5237
130946.25000000001
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
500
638
319450
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Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge.The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of
Engineer-in-charge.
2500
173
432875
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Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage.
3
6016
18049.949999999997
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Providing and fixing NABARD RIDF Project Board made of Acrylic Sheet of minimum size 6ft x 4ft with letters in Black colour against yellow background fixed over Steel structure (Steel angles 65*65*6 mm and plates as approved by Engg in Charge: Complete Item
1
6000
6000
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Carriage of Sand/ Stone Screening at an average distance of 22.00 kms by MT
2138
432
923658.76
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Carriage of Stone aggregate above 40mm nominal size at an average distance of 22.00 kms by MT
2068.52
469
971459.7328
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Carriage of Stone aggregate below 40mm nominal size at an average distance of 22.00 kms by MT
1785.32
432
771293.9463999999
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Carriage of Stone at an average distance of 01 kms by MT
6207.79
151
940293.9513
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Carriage of Good Earth from an average distance of 02 kms by MT
206.25
184
38011.875
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Carriage of Excavated material by MT for an average lead of 01 Kms
15069.15
160
2425078.3095
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05 Year Maintenance Charges
-
-
-
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Ist Year
1
660837
660837.53
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2nd Year
1.5
660837
991256.295
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3rd Year
2
660837
1321675.06
... More
4th Year
2.5
660837
1652093.8250000002
... More
5th Year
3
660837
1982512.59
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