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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAccepted-AOC | ₹17.4 L | L1 | Accepted-AOC Lowest rate |
| 2 | L2₹17.4 LRejected-Finance | ₹17.4 L | L2 | Rejected-Finance Highest rate |
| 3 | L3₹17.6 LRejected-Finance | ₹17.6 L | L3 | Rejected-Finance Highest rate |
Tender Value
₹17.5 L
EMD Value
₹1.8 L
Closing Date
8 May 2026, 2:00 pmClosed
Rajeev mohan saxena
Office Excutive officer Npp Pt. DDU Nagar chandau
WD No.7 Pathra bhag 2 me sumit ke makan se manju lata, naim sharda pooja keshari rani peter tak cc road v nali nirman karya
2026_DOLBU_1136932_1
Letter no.317/NPP/Pt. DDU Nagar/2026-27 Date 13.04.2026
Open Tender
Civil Works
30 days
Chandauli
WD No.7 Pathra bhag 2 me sumit ke makan se manju lata, naim sharda pooja keshari rani peter tak cc road v nali nirman karya
3 documents required · 3 mandatory
₹1,800
Office Excutive officer Npp Pt. DDU Nagar chandau
₹1.8 L
28 Jun 2026
16 Apr 2026
8 May 2026
16 Apr 2026
8 May 2026
16 Apr 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 | Dismentling of interlockin | - | Sqn | - | - |
| 2 | Providing and laying cement concrete 1:6:12 (1 cement: 6 fine sand : 12 graded brick aggregate 40 mm. Nominal size) including supply of all materials, labour and T & P etc. required for propercompletion of the work and curring complete, also including cost of form work in foundation and floors. SOR-273 | - | Cum | - | - |
| 3 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density | 1 | Cum | - | - |
| 4 | Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grade as per drawing and technical specification | - | Cum | - | - |
| 5 | M-150 brick work in 1:4 cement and sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of work SI 305. | 1 | Cum | - | - |
| 6 | 12 mm thick plaster with cement mortar in proportion of 1:3 cement and sand of 1.25 FM Over brick work minimum thickness not to be less then 10 mm including supply of all materials labour and T&P etc. required for proper completion of work. SI 582 | 1 | Sqm | - | - |
| 7 | Cost of reinforced cement concrete in the propotion 1: 2:4 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B. W.G.G.I. binding wire including the cost of binding wire, moulds and all other materials, labour and T & P etc. required for proper complection of the work. SOR 284 | 1 | Cum | - | - |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | - | Cum | - | - |
| 9 | Laying CC road slab 1:2:4 cement. Sand and 20mm stone grit bringing it to proper camber and including supply all materials, labor, T&P with all compt. work SI no 773A/SOR 2018 | 1 | Cum | - | - |
| 10 | Supply and fixing of inauguration board at side with all compt. Work. | - | Nos | - | - |
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