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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.6 LAdmitted-Finance | +10.00% | ₹17.6 L | L1 | Admitted-Finance |
| 2 | L2₹18.9 L+₹1.4 L (7.74%)Admitted-Finance NA | +18.51% | ₹18.9 L+₹1.4 L (7.74%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
Refer Docs
EMD Value
₹31,920
Closing Date
4 May 2026, 6:00 pmClosed
Executive Officer
Main Bazar Rani
Construction of Toilet at Dharmveer Madien Ground Rani
2026_DLB_552623_1
R/W/2025-26/3025
Open Tender
Civil Works
Percentage
120 days
Rani
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MDRISL/EO
₹31,920
Yes
18 May 2026
20 Apr 2026
5 May 2026
20 Apr 2026
4 May 2026
20 Apr 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 |
|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc Depth upto 1.5 m | - | cum | - | - |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size | - | cum | - | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 1.04 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 2Laying and Jointing PVC Pipe. Heading | |||||
| 20Random Rubble Masonry with hard stone in superstructure above plinth level and upto two stories. Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
| 21Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 22Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars | |||||
| 23Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
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tech_eval.pdf
fin_bid_open.pdf
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BOQ_984705.xls
BOQ • 0.42 MB
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