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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance | ₹5.0 L | L1 | Accepted-Finance LOWEST RATE |
| 2 | L2₹5.2 L+₹24,754.11 (4.99%)Accepted-Finance | ₹5.2 L+₹24,754.11 (4.99%) | L2 | Accepted-Finance HIGHEST RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical DD AND DOCUMENTS NOT SUBMITTED |
Tender Value
₹5.0 L
EMD Value
₹9,920
Closing Date
13 Aug 2026, 9:00 amClosed
EO NAGAR PALIKA SUKET
SUKET
SHIV COLONY ME CC SADAK NIRMAN KARYA
2026_DLB_583044_4
05/2026-27 NO SUKET
Open Tender
Civil Works
Percentage
90 days
SUKET
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EO
₹9,920
Yes
20 Aug 2026
6 Aug 2026
14 Aug 2026
6 Aug 2026
13 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 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. 4.10.1 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 4.10.1.1 Depth upto 1.5 m | 60.6 | Cum | 229.5 | ₹13,907.7 |
| 2 | Carriage of Materials by mechanical transport
including loading, unloading and stacking lead 3km :: earth
(Item No 01 ) x 0.7 | 42.42 | Cum | 209.35 | ₹8,880.63 |
| 3 | 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. | 40.4 | Cum | 3,030 | ₹1,22,412 |
| 4 | 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. 9.5.1 PCC M-20 | 60.6 | Cum | 5,790 | ₹3,50,874 |
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