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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -28.67% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance | -27.77% | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.4 CrAdmitted-Finance | -4.25% | ₹1.4 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical NIT NO NAME OF WORK NOT WRITTEN ON BANK CHALLAN |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
27 Mar 2026, 5:00 pmClosed
Ex Engineer sports const div jammu
SPORTS HOUSE M.A STADIUM JAMM
Construction of Sports Stadium at Padder
2026_SPORT_306583_1
enit no 90 of 2025-26 dated 16.03.2026
Open Tender
Civil Works
365 days
PADDER
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Ex Engineer CDJ
₹2.9 L
20 Apr 2026
20 Mar 2026
28 Mar 2026
20 Mar 2026
27 Mar 2026
20 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | |||||
| 2Filling of good earth including diging, loading, unloading, royality, carriage & spreading in proper lines and grades and consolidation with power road roller complete. | |||||
| 3Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth including cost of manure and sludge shall be paid separately.) In rows 15 cm apart in either direction. | |||||
| 4Earth 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 | |||||
| 5Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sq.m on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1.0mtr from cutting edge, disposed earth to be levelled and neatly dressed including all leads, lifts and carriages complete. | |||||
| 6Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge 1:3:6 or richer mix (i/c equivalent design mix) | |||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregates) 40 mm nominal size (crushed) | |||||
| 8Providing 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) | |||||
| 9Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 10Reinforced 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) | |||||
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