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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹81.5 LAdmitted-Fee/PreQual/Technical/Finance | -1.00% | ₹81.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹82.3 LAdmitted-Fee/PreQual/Technical/Finance H NO 1 DEVALKHEDA ROAD BERASIA BHOPAL | BHOPAL | BHOPAL | MADHYA PRADESH | -0.01% | ₹82.3 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-not submitted required document |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-not submitted required document |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-not submitted required document |
Tender Value
₹97.2 L
EMD Value
₹1.9 L
Closing Date
13 Aug 2026, 6:00 pmClosed
SE WR Circle Jaipur
SE WR Circle Jaipur
Repair and Renovation of Shivsagar Talab Village Bhagwatgarh Tehsil Chauth ka Barwara District Sawai Madhopur
2026_WRDAS_580459_1
SE NIT 04/2026-27_ShivSagar
Open Tender
Civil Works
Percentage
182 days
under jurisdiction of EE Sawai MadhopurDivision
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
as per nit
₹1.9 L
Yes
20 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
13 Aug 2026
1 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 |
|---|---|---|---|---|---|
| 1 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. | 592.18 | Sqm | 220 | ₹1,30,279.6 |
| 2 | Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985) | 4,242.76 | Kg. | 78 | ₹3,30,935.28 |
| 3 | Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth | 72 | meter | 128 | ₹9,216 |
| 4 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Thick | 65,200 | Sqm | 2.5 | ₹1,63,000 |
| 5 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.With lead beyond 250 m and up to 750 m ( Km) | 28,317.2 | Cum | 116.5 | ₹32,98,953.8 |
| 6 | (ii)Compaction of earth or highly weathered strataBy mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. at least 98% of Standard Proctor s density | 28,317.2 | Cum | 36 | ₹10,19,419.2 |
| 7 | Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect. Soft / Disintegrated rock | 214.43 | Cum | 134 | ₹28,733.62 |
| 8 | Watering of earth including cost of carriage of water when source of water is up to 1 Km | 28,317.2 | Cum | 11 | ₹3,11,489.2 |
| 9 | Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of 23 cm thickness ( 5 % thickness tolerance) | 357.83 | Cum | 1,545 | ₹5,52,847.35 |
| 10 | Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete. | 1,077.12 | Cum | 571 | ₹6,15,035.52 |
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finance_1031387.pdf
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Tendernotice_1.pdf
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Shivsager.pdf
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BOQ_1031387.xls
BOQ • 0.39 MB
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