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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC 238 5A PURANI P A C GALI ASHOK NAGAR ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 Cr+₹22.5 L (9.84%)Rejected-Finance 216C FRIENDS COLONY ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹2.5 Cr+₹22.5 L (9.84%) | L2 | Rejected-Finance 2 |
| 3 | L3₹3.1 Cr+₹79.7 L (34.8%)Rejected-Finance | ₹3.1 Cr+₹79.7 L (34.8%) | L3 | Rejected-Finance 3 |
| 4 | L4₹3.3 Cr+₹98.5 L (43.1%)Rejected-Finance | ₹3.3 Cr+₹98.5 L (43.1%) | L4 | Rejected-Finance 4 |
| 5 | L5₹3.4 Cr+₹1.2 Cr (50.3%)Rejected-Finance VICHARMURA ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹3.4 Cr+₹1.2 Cr (50.3%) | L5 | Rejected-Finance 5 |
Tender Value
₹3.5 Cr
EMD Value
₹19.5 L
Closing Date
16 Mar 2026, 12:00 pmClosed
Superintending Engineer
ETAWAH CIRCLE PWD ETAWAH
New construction work
2026_CEKNP_1122891_1
833/55C-EV/2026 DATE18-02-2026
Open Tender
Civil Works - Roads
Lump-sum
365 days
ETAWAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹19.5 L
Yes
ETAWAH
4 Jun 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
11 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 |
|---|---|---|---|---|---|
| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 25,000 | Cum | 190 | ₹47,50,000 |
| - | 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. | 3,900 | Cum | 180 | ₹7,02,000 |
| - | Providing, laying and spreading material on a prepared subgrade, adding cement @ 2% by weight to the spread material manually, mixing in place with Rotavator and compacting with the Road Roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. | 2,567 | Cum | 3,850 | ₹98,82,950 |
| - | Providing, laying and spreading material on a prepared base, cement @ 4%by weight to the spread material manually, mix in place with Rotavator and compacting with the Road Roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. | 2,425 | Cum | 3,980 | ₹96,51,500 |
| - | Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 24,375 | Sqm | 19 | ₹4,63,125 |
| - | 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 or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a mixol, 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. | 24,375 | Sqm | 164.5 | ₹40,09,687.5 |
| - | 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 | 24,375 | Sqm | 57.5 | ₹14,01,562.5 |
| - | Excavation for roadwork 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 upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 252 | Cum | 170 | ₹42,840 |
| - | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 30 | Cum | 6,830 | ₹2,04,900 |
| - | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 II. Brick masonry in 1:4 cement mortar | 100 | Cum | 6,650 | ₹6,65,000 |
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