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Tender Value
₹55 L
EMD Value
₹1.1 L
Closing Date
30 Jun 2026, 4:00 pmClosed
Executive Engineer REW Kargil
Executive Engineer REW Kargil
Construction of Earthen Pond at Hagnis
2026_RDD_19097_4
e-Tender- 09 of REW Kargil UTL of 2026-27
Open Tender
Civil Works - Others
Percentage
Shakar Chiktan
Please refer Tender documents.
3 documents required · 3 mandatory
₹550
Executive Engineer REW Kargil
₹1.1 L
22 Jun 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
30 Jun 2026
23 Jun 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 | Earth work in bulk excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil at the rate 40 % | 2,200 | Cum | 245.94 | ₹5,41,068 |
| 2 | Ordinary rock at the rate 50% | 881.76 | Cum | 452.99 | ₹3,99,428.46 |
| 3 | Hard rock (Blasting Prohibited) at the rate 10 % | 352.7 | Cum | 1,292.6 | ₹4,55,900.02 |
| 4 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50
metres. | 1,831.08 | sqm | 183.34 | ₹3,35,710.21 |
| 5 | Soil stabilisation of pond bed and sides for checking leakage and providing stability to pond using good earth mixed with Lime 12%and cement 5% ramming compacting manually complete job | 274.65 | Cum | 1,200 | ₹3,29,580 |
| 6 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :(excl. ramming with PRR and watering)
All kinds of soil | 579 | sqm | 491.27 | ₹2,84,445.33 |
| 7 | Providing and Laying HDPE Sheet Pond Linner 300-500 micron incl. carriage and fixing joints and overlap etc Complete job | 1,821 | sqm | 550 | ₹10,01,550 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.81 | Cum | 11,277.66 | ₹88,078.52 |
| 9 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete Hot rolled deformed bars | 703.48 | kg | 129.01 | ₹90,755.95 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) Inlet and outlet Channel | 108.85 | Cum | 7,572.98 | ₹8,24,318.87 |
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