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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.8 LAdmitted-Finance | -1.50% | ₹7.8 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Not Qualified |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical HN 34 WARD NO 2 AT AND PO HINAUTI TEHSIL SIHAWAL DISTT SIDHI M P | SIDHI | MADHYA PRADESH | 486670 | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Rejected-Technical WARD NO 09 VPO CHHAPOLI UDAIPURWATI JHUNJHUNU RAJASTHAN 333302 | JHUNJHUNU | RAJASTHAN | 333302 | - | - | - | Rejected-Technical Not Qualfied |
Tender Value
₹7.9 L
EMD Value
₹15,760
Closing Date
14 Aug 2026, 6:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA WAZIRPUR
Interlocking repair work from Kailash Vaidya house to Ramesh Agarwal house
2026_DLB_583262_1
1003-3
Open Tender
Civil Works
Percentage
90 days
WAZIRPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
EXECUTIVE OFFICER/MDRISL
₹15,760
Yes
19 Aug 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
14 Aug 2026
6 Aug 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 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | - | CUM | 678 | - |
| 2 | Carriage of materials by manual labour including loading, unloading and stacking for lead less than 0.5 Km Stone, boulders, gravelly material | - | cum | 48.09 | - |
| 3 | Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - III Material | - | cum | 1,106 | - |
| 4 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | cum | 3,070 | - |
| 5 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001. 80 mm thick | - | SQM | 792 | - |
| 6 | 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 | 5,510 | - |
| 7 | Centring 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. | - | SQM | 236.5 | - |
| 8 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. 300 mm internal diameter | - | RMT | 1,090 | - |
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