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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L2₹1.5 CrAdmitted-Finance R O BOGDANG | -61.00% | ₹1.5 Cr | L2 | Admitted-Finance dis Qualified as per Evaluvation |
| 2 | L3₹1.6 CrAdmitted-Finance | -59.70% | ₹1.6 Cr | L3 | Admitted-Finance |
| 3 | L4₹1.7 CrAdmitted-Finance | -57.00% | ₹1.7 Cr | L4 | Admitted-Finance |
| 4 | L5₹1.7 CrAdmitted-Finance | -56.79% | ₹1.7 Cr | L5 | Admitted-Finance |
| 5 | L6₹1.7 CrAdmitted-Finance 0 TRESPONE KARGIL JAMMU KASHMIR 194105 | KARGIL | LADAKH | 194105 | -55.66% | ₹1.7 Cr | L6 | Admitted-Finance |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
28 Feb 2026, 4:00 pmClosed
EE PW(RnB) Div Sankoo
EE PW(RnB) Div Sankoo
Construction of Sports Stadium at TRespone Under SDP
2026_PWD_18464_1
E-Tender 43 PW(RnB) Div Sankoo 2025-26
Open Tender
Civil Works - Others
Percentage
540 days
Trespone
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,910
EE PW(RnB) Div Sankoo
₹7.8 L
14 Mar 2026
11 Feb 2026
2 Mar 2026
11 Feb 2026
28 Feb 2026
11 Feb 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 |
|---|---|---|---|---|---|
| 1Plate Farm Cutting | |||||
| 2Earth work in excavation by mechanical means (Hydraulic Excavator) over areas exceeding 30cm and up to 1.50Mtr in depth 1.5 mtr in width as well as 10 sqm on plan)Including disposal of excavated earth upto 1Mtr from cutting edge, disposed earth to be leveled and neatly dressed in: | |||||
| 2.01 | All kinds of soil @60% | 48,175.54 | cum | 202.78 | ₹97,69,036 |
| 2.02 | Soft Rock @30% | 24,087.77 | cum | 373.49 | ₹89,96,541.22 |
| 2.03 | Hard Rock ( RB) @10% | 8,029.25 | Cum | 760.38 | ₹61,05,281.12 |
| 3 | Filling with available fly ash and earth (excluding rock) in trenches orembankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - incharge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge | 28,263.83 | cum | 210.44 | ₹59,47,840.39 |
| 4Rataining Wall | |||||
| 5Earth 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: | |||||
| 5.01 | All Kinds of Soil @100% | 202.5 | cum | 270.56 | ₹54,788.4 |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding
the cost of centering, shuttering and finishing1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 20 mm nominal size derived from natural sources)Incld. Carriage complete | 169.24 | cum | 9,409.19 | ₹15,92,411.32 |
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BOQ • 0.40 MB
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