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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.8 LAdmitted-Finance | -5.10% | ₹17.8 L | L1 | Admitted-Finance |
| 2 | L2₹18.1 LAdmitted-Finance | -3.89% | ₹18.1 L | L2 | Admitted-Finance |
| 3 | L3₹18.1 LAdmitted-Finance | -3.75% | ₹18.1 L | L3 | Admitted-Finance |
| 4 | L3₹18.1 LAdmitted-Finance | -3.75% | ₹18.1 L | L3 | Admitted-Finance |
| 5 | L4₹18.8 LAdmitted-Finance | +0.00% | ₹18.8 L | L4 | Admitted-Finance |
Tender Value
₹18.8 L
EMD Value
₹1.8 L
Closing Date
13 Apr 2026, 12:00 pmClosed
EO,Nagar Panchayat Dasna
Nagar Panchayat Dasna
Ward no. 07 Shri ram colony mai park ka nirman karya
2026_DOLBU_1127834_3
691/NPD-Cont.work/2025-26
Open Tender
Civil Works
30 days
Dasna
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
Yes
EO,Nagar Panchayat Dasna
₹1.8 L
Yes
20 Apr 2026
20 Mar 2026
13 Apr 2026
20 Mar 2026
13 Apr 2026
20 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing concrete for plain/reinforced concreteGrade M10 (1:3:6) in open foundations complete as per drawingsand technical specificationsClause802, 803,
1202 & 1203 | - | Cum | 1 | - | BI01010001010000000000000515BI0100001114 |
| 3 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. | 1 | Qtl. | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | - | Kg | 1 | - | BI01010001010000000000000515BI0100001117 |
| 6 | Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 1 | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | ||||||
| 8Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 | ||||||
| 9 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | - | Sqm | 1 | - | BI01010001010000000000000515BI0100001121 |
| 10Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | ||||||
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