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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹71,683.15Admitted-Finance | -26.10% | ₹71,683.15 | L1 | Admitted-Finance |
| 2 | L2₹72,604.65Admitted-Finance | -25.15% | ₹72,604.65 | L2 | Admitted-Finance |
| 3 | L3₹83,216.47Admitted-Finance | -14.21% | ₹83,216.47 | L3 | Admitted-Finance |
| 4 | L4₹90,142.29Admitted-Finance | -7.07% | ₹90,142.29 | L4 | Admitted-Finance |
| 5 | L5₹93,993.19Admitted-Finance | -3.10% | ₹93,993.19 | L5 | Admitted-Finance |
Tender Value
₹97,000
EMD Value
₹1,940
Closing Date
1 Apr 2026, 6:00 pmClosed
XEN REW RAMBAN
EXECUTIVE ENGINEER OFFICE REW RAMBAN
AS PER NIT
2026_RDPR_306820_6
NIT NO 110 OF REW RAMBAN 2025 26 FRESH OF NIT 108 UNDER HEAD CDF
Open Tender
Civil Works
30 days
RAMBAN
AS PER NIT
2 documents required · 2 mandatory
₹600
Rural Development and Panchayati Raj
₹1,940
3 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
1 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. ( Not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits and the like not exceeding 10sqm on plan, depth upto1.5 mtr including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in AKS | - | cum | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering .All work up to plinth level . 1:3:6 ( 1 cement :5 fine sand :10 graded stone aggregate 40 mm nominal size ) Nallah. | - | cum | - | - | |
Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like:
7.2.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) | 1 | cum | - | - | |
Providing and laying Reinforcement cement concrete 1:1.5 :3 (1 cement:1 1.5 coarse sand :3 graded stone agg. 20 mm nominal ) in suspended floors, balconies, landings, and stair cases having slope upto 15, excluding the cost of centring shuttering, All work up to floor v level. | - | cum | - | - | |
Steel Reinforcement for R.C.C work with TMT bars | - | Kgs | - | - | |
Centering and shutring inluding struting and proping Etc.Suspended floors, roofs, landings, balconies and access platforms | 1 | sqm | - | - | |
Centering and shutring inluding struting and proping Etc. Edges of slabs and breaks in floors and walls under 20cm wide | 1 | m | - | - | |
15mm thick cement plaster in 1:6 mix | - | sqm | - | - | |
Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone agg. )
finished with a floating coat of neat cement including cement slurry,but excluding the cost nosing of steps etc complete.40 thick with 20 mm nominal size stone agg. Crushed | 1 | sqm | - | - | |
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer Using M.S. angles 40x40x6mm for diagonal braces | - | sqm | - | - |
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