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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
₹12.8 L
EMD Value
₹38,400
Closing Date
22 Jun 2026, 5:00 pmClosed
EXECUTIVE OFFICER Nagar palika parishad vikasnagar
Office of EO Nagar palika parishad vikasnagar
CONSTRUCTION WORK OF UNDERGROUND NAALI (SINK) FROM NATIONAL HIGHWAY TO SH. RAJENDRA SHARMAS HOUSE AT WARD NO 04
2026_NPVN_96530_1
WORK 2
Open Tender
Civil Works
Percentage
120 days
CONSTRUCTION WORK OF UNDERGROUND NAALI (SINK) FROM
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,532
E.O. Nagar Palika Parishad
₹38,400
23 Jun 2026
11 Jun 2026
23 Jun 2026
11 Jun 2026
22 Jun 2026
11 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 | 2-15 Dismantling of Cement Concrete Pavements as per Technical Specification Clause
202.
Dismantling of cement concrete pavements by mechanical means using pneumatic
tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at
designated locations and disposal of dismantled materials upto a lead of 1000 m,
stacking serviceable and unserviceable materials separately
1664.20 Cum | 2.9 | cum | 1,664.2 | ₹4,826.18 |
| 2 | S.O.R.No-Earthwork in excavation for structures as per drawing and technical specifications
Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
11-1-1-1 Upto 3 m depth400.80 Cum | 127.08 | cum | 400.8 | ₹50,933.66 |
| 3 | 7-1 Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding
of granular material including fixing collar with cement sand mortar 1:2 but
excluding excavation, protection works, backfilling, concrete and masonary
work in head wall and parapets.
7-1-2 300 mm dia 1,171.10 Rmt | 350 | mtr | 1,171.1 | ₹4,09,885 |
| 4 | 2-2 Concrete with cement, coarse sand and 40 mm gauge stone ballast in
proportion 1:4:8 in foundations and floors including supply of all material,
labour and T&P etc. required for proper completion of the work. as per
drawings and technical specifications Clause 802, 803, 1202 & 1203
4,815.10 Cum | 25.62 | cum | 4,815.1 | ₹1,23,362.86 |
| 5 | S.O.R.No-12-5-2-1
Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(For height upto 5 m)
12-5-2-1 Nominal mix (1:2:4)
6528.20 cum | 34.72 | cum | 6,528.2 | ₹2,26,659.1 |
| 6 | Traffic diversion , bericading work & controling of drain water etc. | 1 | nos. | 20,000 | ₹20,000 |
| 7 | 6.2 Brick work with common burnt clay modular bricks of class designation
7.5 in foundation and plinth in:
6.2.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 6504.90 | 17.39 | cum | 6,329.27 | ₹1,10,066.01 |
| 8 | 13.3 20 mm cement plaster of mix :
13.3.1 1:4 (1 cement: 4 fine sand) sqm 471.35 | 54.6 | sqm | 458.62 | ₹25,040.65 |
| 9 | 5.13 Providing, hoisting and fixing up to floor five level precast reinforced
cement concrete in small lintels not exceeding 1.5m clear span up to
floor five level, including the cost of required centering, shuttering but ,
excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse
sand (zone-III) derived from natural sources : 3 graded stone aggregate
20 mm nominal size derived from natural sources). cum 14325.95 | 7 | cum | 13,939.15 | ₹97,574.05 |
| 10 | 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars kg 107.10 | 360.96 | kg | 104.21 | ₹37,615.64 |
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