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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹71.3 LAdmitted-Finance | -14.20% | ₹71.3 L | L1 | Admitted-Finance |
| 2 | L2₹73.5 L+₹2.2 L (3.10%)Admitted-Finance | -11.54% | ₹73.5 L+₹2.2 L (3.10%) | L2 | Admitted-Finance |
| 3 | L3₹77.6 L+₹6.2 L (8.74%)Admitted-Finance | -6.70% | ₹77.6 L+₹6.2 L (8.74%) | L3 | Admitted-Finance |
| 4 | L4₹81.8 L+₹10.5 L (14.7%)Admitted-Finance | -1.56% | ₹81.8 L+₹10.5 L (14.7%) | L4 | Admitted-Finance |
Tender Value
₹83.1 L
EMD Value
₹1.7 L
Closing Date
27 May 2026, 5:00 pmClosed
EE, Raj Dam Env. L.A. Division,Rajghat
office of EE, Raj Dam Env. L.A. Division,Rajghat
Construction of chute drain and Repair Cross Drain RD 760 M to 2290 M Left flank of Earth Dam Rajghat
2026_BRB_909113_1
01/2026-27/EE, Rajghat Dam Env. and L.A. Division,Rajghat
Open Tender
Civil Works
Percentage
180 days
LALITPUR /ASHOKNAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
EE, Rajghat Dam Env. and L.A. Division,Rajghat
₹1.7 L
Office of EE RDE and LA Office Rajghat
10 Aug 2026
18 May 2026
28 May 2026
18 May 2026
27 May 2026
18 May 2026
22 May 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means 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-incharge. | - | Cum | 177.5 | - |
| 1.02 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts | - | Cum | 392.15 | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural below pavers block sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | Cum | 7,178.75 | ₹7,171.57 |
| 1.04 | Half Round RCC NP-3 pipe 350 mm dia pipe in drain including transportation uppwd material Chute Drain Pipe 2nd Berm RD 760 M to 2290 M = 1530 M , 1st Berm & 2 nd berm =933=2463m | - | RM | 981.26 | - |
| 1.05 | 20 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | - | sqm | 450 | - |
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BOQ_955486.xls
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