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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 LAdmitted-Finance | -14.99% | ₹2.2 L | L1 | Admitted-Finance |
Tender Value
₹2.6 L
EMD Value
₹5,200
Closing Date
1 Dec 2025, 2:00 pmClosed
XEN HYDRAULIC DIVISION KISHTWAR
XEN HYDRAULIC DIVISION KISHTWAR
REFER BOQ
2025_PHE_296137_3
e-NIT No. 72 of 2025-26 Dated. 24-11-2025
Open Tender
Civil Works
30 days
Kishtwar
REFER NIT
2 documents required · 2 mandatory
₹600
XEN HYDRAULIC DIVISION KISHTWAR
₹5,200
20 Dec 2025
24 Nov 2025
1 Dec 2025
24 Nov 2025
1 Dec 2025
24 Nov 2025
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
Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.
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)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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)
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.
CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)
Extra for circular work
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, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece.
Manual labour engaged for silt clearance10 Labour for 01Day
RANDOM RUBBLE MASONRY 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 withCement mortar 1:6 (1 Cement : 6 coarse sand)
Carriage of stone from nearest source to site of work at an avg. Distance of 01 Km By Head Load
EXTERIOR FINISHING Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Carriage of G.I pipes from Nearest Source to road site of work average distance 240 kms by M.T.
Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 0.20 Km.
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia. nominal bore
20 mm dia. nominal bore
15 mm dia. nominal bore
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. Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking.
Carriage of Cement from nearest source to road side of work for an avg. Disttance 25 Km by Mechanical Transport
Steel
Carriage of Sand from nearest source to road side of work for an avg. Disttance 35 Km by Mechanical Transport
Agg. 20 mm
Agg. 40 mm
Carriage of Cement from nearest source to road side of work for an avg. Disttance 0.20 Km by Head Load
Steel
Agg. 20mm
Agg. 40mm
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