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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.8 LAdmitted-Finance BARAMATI TAL BARAMATI DIST PUNE | PUNE | MAHARASHTRA | 410301 | -16.29% | ₹38.8 L | L1 | Admitted-Finance |
| 2 | L2₹43.1 L+₹4.3 L (11.1%)Admitted-Finance | -7.00% | ₹43.1 L+₹4.3 L (11.1%) | L2 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹46,500
Closing Date
4 Aug 2026, 3:00 pmClosed
chief officer
BARAMATI MUNICIPAL COUNCIL
CONSTRUCTION OF STORM WATER, PRECAST U DRAIN TYPE FROM KHANDOBA NAGAR BRIDGE TO SUNNY CAR BAZAR FOR BARAMATI MUNICIPAL COUNCIL
2026_DMA_1322356_5
BNP/KARYA-17/TENDER/273/26-27
Open Tender
Civil Works
Percentage
180 days
BARAMATI MUNICIPAL COUNCIL
Please refer Tender documents.
8 documents required · 8 mandatory
₹590
₹46,500
24 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 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 |
|---|---|---|---|---|---|
| 1 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.(MJP SSR It.No. 1 e) NP-III CLASS a) 600 mm dia | 40 | Rmt | 2,525 | ₹1,01,000 |
| 2 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) (MJP SSR P.No.42, It.No.1) | 1 | Cum | 181.5 | ₹181.32 |
| 3 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-2/259) (MJP SSR P.No.42, It.No.2) | 1 | Cum | 205.7 | ₹205.49 |
| 4 | Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below, staking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc., complete. (MJP SSR P.No.42 It.No.5) | 1 | Cum | 691.9 | ₹691.21 |
| 5 | Lowering, laying and jointing in proper and alignment R.C.C. pipes with collar joints in C.M. 1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubbering or R.C.C. collar), including cost of coveyance from stores to sight of works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by enginer incharge.(MJP SSR It.No.2) | - | Rmt | 361.2 | - |
| 6 | Filling in plinth and floors murum bedding in trenches with available murum for foundation in 15 cm to 20 cm layer including watering and compaction complete.(MJP SSR P.No.45 It.No.16) | - | Cum | 96.6 | - |
| 7 | Storm Water chamber with precast steel fibre reinforced concrete frame and covers (S.F.R.C. frame and covers) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge. (MJP DSR P.No.284 It.No.3 A) Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M.
As above of 90 x 90 cm internal size and depth upto 0.9 M with S.F.R.C. frame and cover. | - | Nos | 20,466.6 | - |
| 8 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete(MJP SSR P.No.45 It.No.15) | - | Cum | 92.9 | - |
| 9 | Disposing of excavated stuff of any kind from site to work to any place which is within a lead of 3.0 Km as directed etc. complete.(MJP SSR P.No.31 ) | - | Cum | 373.75 | - |
| 10 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete. (SSR I.No. 21.38) | - | Cum | 1,819.35 | - |
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