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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Finance | -31.16% | ₹6.9 L | L1 | Admitted-Finance |
| 2 | L2₹6.9 L+₹498.49 (0.07%)Admitted-Finance | -31.11% | ₹6.9 L+₹498.49 (0.07%) | L2 | Admitted-Finance |
| 3 | L3₹7.0 L+₹17,247.72 (2.51%)Admitted-Finance | -29.43% | ₹7.0 L+₹17,247.72 (2.51%) | L3 | Admitted-Finance |
| 4 | L4₹7.1 L+₹19,341.37 (2.82%)Admitted-Finance | -29.22% | ₹7.1 L+₹19,341.37 (2.82%) | L4 | Admitted-Finance |
| 5 | L5₹7.5 L+₹66,996.91 (9.76%)Admitted-Finance | -24.44% | ₹7.5 L+₹66,996.91 (9.76%) | L5 | Admitted-Finance |
Tender Value
₹8.4 L
EMD Value
₹16,780
Closing Date
22 Jun 2026, 5:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD NASIRABAD
Construction of CC road from Dilwara Square to Mahesh Vihar Colony main road.
2026_DLB_566312_9
ENIT-08/2026-27
Open Tender
Civil Works
Percentage
NASIRABAD
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
EXECUTIVE OFFICER
₹16,780
Yes
27 Jul 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
22 Jun 2026
10 Jun 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 |
|---|---|---|---|---|---|
| 1Construction And Repairing Of Drains WORK | |||||
| 1.01 | 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 | 142.68 | P.Cum | 678 | ₹96,737.04 |
| 1.02 | Carriage of Materials bymechanical transport including loading,unloading and stacking :: Stone, boulders, gravelly material For 1 Km | - | Cum | 152.01 | - |
| 1.03 | 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 manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 71.34 | P.Cum | 3,030 | ₹2,16,160.2 |
| 1.04 | 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 manually, compacting with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 107.01 | P.Cum | 6,190 | ₹6,62,391.9 |
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