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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.6 LAccepted-AOC NA | NA | NA | 121004 | ₹14.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.7 LRejected-Finance | ₹14.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹14.7 LRejected-Finance | ₹14.7 L | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹34,000
Closing Date
25 Mar 2026, 12:00 pmClosed
EE RED
URMORA SONBHADRA
V.K. CHATRA KE GRAM DHUNIYA KALA ME MAIN ROAD SE LAL JI SUMAN KE GHAR TAK SAMPARK MARGE KA NIRMAN
2026_REDUP_1127555_1
1354/RED SBR/ 2025-26 DT- 21.02.26
Open Tender
Civil Works
90 days
CHATRA
as per nit and t1
2 documents required · 2 mandatory
₹1,104
₹34,000
28 Apr 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 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 |
|---|---|---|---|---|---|
| 1Clearing grass and removal of rubbish up to a distance of 50 m out side the periphery of the arae cleared. DSR Sl. No.2.32 | |||||
| 2Earth work in Excavation by mechanical means ( Hydraulic excavator ) / manual means in foundation trenches or drain ( not exceeding 1.5 m in width or 10 sqm on plain ), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, width in a lead of 50 m. DSR Sl.No. 2.8.1 | |||||
| 3Supply and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete DSR Sl. No. 2.27 | |||||
| 4Providing and in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:4:8 ( 1 cement:4 coarse sand (zone !!!) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources )DSR Sl.No. 4.1.8 | |||||
| 5Brick work withcommon brunt clay ( non modular ) bricks of class -150 in foundation and plinth in cement mortar 1:4 ( 1 cement:4 coarse sand ) as per Sl. No -6.1.1 | |||||
| 6Earth work in cutting or in embankment kankar mixed with Morrum/Bajari B.C. Soil including lead up to 30m and lift 1.50 m etc - Cartage up to 5.00 km to site | |||||
| 7Construction of granular sub-base by providing well graded Material, Spreeding in Uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | |||||
| 8Providing and Laying of 45-63 mm gauge stone ballast G2 WBM Specificatiion including spreading in uniform thickness hand packing with smooth roller etc compt as per Technical Speciification Clause 405(G2) | |||||
| 9Providing and Laying of Interlocking Blockpavements having thickness 80mm including leveling and dressing of required level and slop, spreading and moisting 30mm thick local sand on bend filling joints with local sand etc. | |||||
| 10Providing and laying in position cement concrete of specified grade excluding the cost of centering snd shuttering - All work up to plinth level: 1:2:4 ( 1 cement:2 coarse sand (zone !!!) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources )DSR Sl.No. 4.1.3 | |||||
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