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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Fee/PreQual/Technical/Finance | -1.21% | ₹4.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.2 L+₹21,050 (4.26%)Admitted-Fee/PreQual/Technical/Finance | +3.00% | ₹5.2 L+₹21,050 (4.26%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
18 Aug 2026, 10:00 amClosed
Executive officer
municipal board kapasan
Supply and Laying RCC Hume Pipe as per Requirment in Municipal area Kapasan.
2026_DLB_585995_10
E-NIT 03/2026-27 (SHORT TERM)
Open Tender
Civil Works
EOI
180 days
KAPASAN
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive officer
₹10,000
Yes
19 Aug 2026
15 Aug 2026
18 Aug 2026
15 Aug 2026
18 Aug 2026
15 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. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 1 | P.Cum | 229.5 | ₹229.5 |
| 2 | Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery. 900 mm internal diameter | 1 | P.Mtr | 7,130 | ₹7,130 |
| 2.01 | 600 mm internal diameter | 1 | P.Mtr | 3,535 | ₹3,535 |
| 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 concrete mixer, laid manually,compacted 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. | 1 | P.Cum | 2,955 | ₹2,955 |
| 4 | Total of SR. No. 01 to 03 Rs. 13849.50 Say 5.00 Lacs | 1 | P.Job | 4,86,150.5 | ₹4,86,150.5 |
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