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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ok |
| 2 | Accepted-Technical | Accepted-Technical ok |
| 3 | Accepted-Technical | Accepted-Technical ok |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹11.6 L
EMD Value
₹23,200
Closing Date
6 Jul 2026, 6:00 pmClosed
executive officer
nagar palika mahwa
nagar palika seema kshetre ke naya gaav mandir parishar ke samne cc road nirman karya
2026_DLB_571021_1
231
Open Tender
Civil Works
Percentage
60 days
work
gst copy, tender fees emd fees pross fees
2 documents required · 2 mandatory
₹500
executive officer nagar palika mahwa
₹23,200
Yes
18 Aug 2026
25 Jun 2026
8 Jul 2026
25 Jun 2026
6 Jul 2026
25 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.2.4.1 Lime Concrete, cement concrete grade M-10 (1:5:10) and below cum 393.50 | 180 | P.Cum | 393.5 | ₹70,830 |
| 2 | Carriage of Materials by mechanical transport including loading, unloading and stacking Stone, boulders, gravelly material 2 Km | 180 | CUM | 174.63 | ₹31,433.4 |
| 3 | Providing and laying lean cement concrete 1:4:8 in Sub- base over aprepared sub-grade with coarse and fine aggregate conforming toIS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than10 Mpa at 7 days, mixed in a batching plant, transported to site, laidwith a paver with electronic sensor, compacting with 8-10 tonnesvibratory 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 3,070.00 | 90 | P.Cum | 3,070 | ₹2,76,300 |
| 4 | Providing and laying un-reinforced, dowel jointed, plain cementconcrete mix With Concrete Mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fineaggregate conforming to IS: 383, maximum size of coarse aggregatenot exceeding 25 mm, mixed as per approved mix design, laid,spread, compacted and finished in a continuous operation including
provision of contraction, expansion, construction and longitudinaljoints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including allmaterial, labour, machinery, lighting, guarding and maintenance of
diversion.9.5.1 PCC M-20 cum 5,790.00 | 135 | CUM | 5,790 | ₹7,81,650 |
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tech_eval
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BOQ_1015982.xls
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