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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance NEW COLONY DHARAMPUR SAMASTIPUR BIHAR 848101 | SAMASTIPUR | BIHAR | 848101 | -34.99% | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 CrAdmitted-Finance B 182 NEHRU VIHAR TIMARPUR TIMARPUR NORTH DELHI DELHI 110054 UDYAM DL 04 0017438 | CENTRAL DELHI | DELHI | 110054 | -22.23% | ₹2.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.8 CrAdmitted-Finance KEDAR BADI KHAIRAGARH ROAD DONGARGARH DISTT RAJNANDGAON CHHATTISGARH 491445 | RAJNANDGAON | CHHATTISGARH | 491445 | -10.00% | ₹2.8 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.5 CrAdmitted-Finance | +12.00% | ₹3.5 Cr | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Updated dates
Tender Value
₹3.2 Cr
EMD Value
₹6.3 L
Closing Date
4 Apr 2026, 4:00 pmClosed
Executive Engineer PWD Rnb division Leh
Office of the Executive Engineer PWD Rnb division Leh
Construction of football stadium near Govt High School Phyang ( Under Distt Capex Budget )
2026_PWD_18456_2
E Tender 195 of R and B Division Leh
Open Tender
Civil Works - Others
1095 days
Leh
Please refer Tender documents.
9 documents required · 9 mandatory
₹3,000
Executive Engineer PWD Rnb division Leh
₹6.3 L
18 Apr 2026
10 Mar 2026
6 Apr 2026
10 Mar 2026
4 Apr 2026
10 Mar 2026
Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Supply and RCC perforated drain cover for both straight portion M30 grade of size 600x600x60mm with 9mm rode @100mm c/c cover the wall of drain at proper level for case flow of water.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Providing and laying of polypropylene fiber Geoextile separation barrier 140GSM, as per the standard procedure complete as required
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
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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying of synthetic artificial football turf of FIFA approved or preffered manufactred/ supplier and to be installed by FIFA/ FIH certified field builder. The job includes cutting , fixing and infilling of silica sand for stabilization and SBR Granules for per attain FIFA quality certificate .
Supply and installation of movable type football goal post approved by FIFA standard.
Construction of Rain water harvesting pit approx siz 4m lengthx4m width plan area as per design and drawing approved by Engineer-in-charge.
Carriage of materials from source to site by M.T Cement avg lead of 5 Km
Sand and stone aggregate avg lead of 8 Km
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