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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance | -44.35% | ₹1.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 L+₹8,534.31 (7.82%)Admitted-Fee/PreQual/Technical/Finance | -40.00% | ₹1.2 L+₹8,534.31 (7.82%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L2₹1.2 L+₹8,534.31 (7.82%)Admitted-Fee/PreQual/Technical/Finance | -40.00% | ₹1.2 L+₹8,534.31 (7.82%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L3₹1.2 L+₹9,907.65 (9.07%)Admitted-Fee/PreQual/Technical/Finance | -39.30% | ₹1.2 L+₹9,907.65 (9.07%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L4₹1.2 L+₹15,185.19 (13.9%)Admitted-Fee/PreQual/Technical/Finance | -36.61% | ₹1.2 L+₹15,185.19 (13.9%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹2.0 L
EMD Value
₹5,880
Closing Date
7 Sept 2026, 6:00 pmClosed
office of the executive engineer rew ang
office of the executive engineer rew ang
1 NO. COMMUNITY SOAK PIT AT SAMTHAN BLOCK BIJBEHARA
2026_RDPR_322847_30
ENIT102of2026-27
Open Tender
Civil Works
Percentage
30 days
Anantnag
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
office of the executive engineer rew ang
₹5,880
9 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 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 |
|---|---|---|---|---|---|
| 0.0 | e/w in excavation in foundation by manual means in foundations drains, pipes and cables etc and for shafts cesspits (not exceeding 1.5m in width and 10sqm on plan), depth upto 1.5m inc. disposal of excavated earth upto 25m from cutting edge all kinds of soil. | 1 | cum | - | - |
| 0.0 | extra for additional lift of 1.5m | 1 | cum | - | - |
| 0.0 | p/f of cement concrete rings inc. all lead and lifts and carriage CJ | - | nos | - | - |
| 0.0 | providing and laying of dry random rubble masonary with hard stone nallah in foundation and plinth in soakage pit cj | 1 | cum | - | - |
| 0.0 | rcc work in beams, suspended floors,roofs having slope upto 15 degree landings,balconies,shelves,chajjas,lintels,bands,plain window sills,stair cases and spiral stair cases upto five level inc. curing but excluding the cost of centering and shuttering finishing and reinforcement with (1:1.5:3) m20 mix and 20 mm nominal size aggregates | - | Cum | - | - |
| 0.0 | reinforcement for rcc work inc. straightening,cutting,bending,placing in position and binding all complete. | 1 | kgs | - | - |
| 0.0 | p/l of pvc door tee etc 110mm dia of app. Quality (b type) | - | nos | - | - |
| 0.0 | p/f of pvc pipe of 110mm dia of app. Quality (b type) inc. all necessary fittings | - | rm | - | - |
| 0.0 | brick masonary chamber for under ground ci inspection chamver and bend with common burnt clay non modular bricks of class designation 7.5 in cement mortar 1:4 mix ci cover with frame and hinges light duty 455x610mm int. dimensions total weight of cover with frame to be not less than 38 kg( weight of cover 23kg and wt of frame 15kg) rcc top slab with 1:1.5:3, foundation concrete 1:5:10 inside plastering 12mm thick with 1:3 CM finished smooth with floating coat of neat cement on walls and bed concrete etc complete as per standard design cj | - | nos | - | - |
| 0.0 | carriage of materials by M.T | - | - | - | - |
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BOQ_1084871.xls
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