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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.2 LAdmitted-Finance | -32.53% | ₹15.2 L | L1 | Admitted-Finance |
| 2 | L2₹15.7 L+₹57,130.50 (3.76%)Admitted-Finance | -29.99% | ₹15.7 L+₹57,130.50 (3.76%) | L2 | Admitted-Finance |
| 3 | L3₹16.9 L+₹1.7 L (11.2%)Admitted-Finance | -25.00% | ₹16.9 L+₹1.7 L (11.2%) | L3 | Admitted-Finance |
| 4 | L4₹21.6 L+₹6.4 L (42.3%)Admitted-Finance | -4.00% | ₹21.6 L+₹6.4 L (42.3%) | L4 | Admitted-Finance |
| 5 | L4₹21.6 L+₹6.4 L (42.3%)Admitted-Finance | -4.00% | ₹21.6 L+₹6.4 L (42.3%) | L4 | Admitted-Finance |
Tender Value
₹22.5 L
EMD Value
₹44,980
Closing Date
10 Aug 2026, 5:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD NASIRABAD
Construction of CC roads at various locations in Ward No. 04 of the municipal area.
2026_DLB_580115_4
ENIT-18/2026-27
Open Tender
Civil Works - Roads
Percentage
NASIRABAD
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
EXECUTIVE OFFICER
₹44,980
Yes
17 Aug 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
10 Aug 2026
31 Jul 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 |
|---|---|---|---|---|---|
| 1सी.सी सड़क | |||||
| 1.01 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and crosssections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil | 240 | CUM | 235.5 | ₹56,520 |
| 1.02 | Carriage of Materials by mechanical transport including loading, unloading and stacking :: 1 Km Earth | 240 | CUM | 161.51 | ₹38,762.4 |
| 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. | 240 | CUM | 3,030 | ₹7,27,200 |
| 1.04 | Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not 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 longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | 240 | P.CUM | 5,790 | ₹13,89,600 |
| 1.05 | Providing and fixing of reinforced Ferro-Cement drain covers
designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 600x800mm (75mm thick) for span 300 to 450mm | 25 | SQM | 1,486 | ₹37,150 |
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