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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 LAccepted-AOC ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹19.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.4 LRejected-Finance 1 451 AMBEDKARPURAM AWAS VIKAS KALYANPUR KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208001 | ₹19.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹21.5 LRejected-Finance 623 KATRA SHAMSHER KHAN ETAWAH | ₹21.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹23.2 LRejected-Finance 134 SHANTI COLONY ETAWAH | ₹23.2 L | L4 | Rejected-Finance L4 |
Tender Value
₹29 L
EMD Value
₹2.9 L
Closing Date
28 Jan 2026, 2:00 pmClosed
EE CD PWD Etawah
EE CD PWD Etawah
Sutiyani Umrain se mahua marg
2026_CEKNP_1107209_5
32/1A/26 Dt-08.01.2026
Open Tender
Civil Works
60 days
Etawah
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2.9 L
Yes
EE CD PWD Etawah
24 Feb 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
27 Jan 2026
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item SOR Chap. 25 Item No. 303 (3.14) (Including All Taxes but Excluding G.S.T.)
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including All Taxes but Excluding G.S.T.)
Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical Specification Clause 405. (Including All Taxes but Excluding G.S.T.)
Providing and applying tack coat with VG-10 bitumen using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(As per G.O.:- 10598M.T./ G.C./60M.T./ 2012 Dt 23.11.2012 (Including All Taxes but Excluding G.S.T.)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in mixall, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. (Including All Taxes but Excluding G.S.T.)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (Including All Taxes but Excluding G.S.T.)
Construction of un-reinforced, plain cement concrete pavement, 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), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, (Including All Taxes but Excluding G.S.T.)
Excavation in foundation in ordinary soil (loam clay, or sand) including lift upto 1.5 metre and lead upto 30 m & including filling, watering and ramming of excavated earth into the trenches or into the space bwtween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge of 30 m from the foundation trenches. S.I. No. 251 (Including All Taxes but Excluding G.S.T.)
Cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material T&P etc. required for proper completion of work. S.I. No 281 (Including All Taxes but Excluding G.S.T.)
First class brick work in 1:4 cement and Coarse sand mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work. S.I. No. NS (Including All Taxes but Excluding G.S.T.)
Cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material T&P etc. required for proper completion of work. S.I. No.279(a) (Including All Taxes but Excluding G.S.T.)
12 mm cement plaster in 1:3 single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth. S.I. No. NS (Including All Taxes but Excluding G.S.T.)
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