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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-Finance | ₹31.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹33.5 LRejected-Finance 06 DUDHI SONBHADRA 231208 | DUDHI | SONBHADRA | UTTAR PRADESH | 231208 | ₹33.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹34.6 LRejected-Finance GORAKHPUR | UTTAR PRADESH | 273001 | ₹34.6 L | L3 | Rejected-Finance L3 |
| 4 | L4₹36.7 LRejected-Finance NA | NA | NA | 121004 | ₹36.7 L | L4 | Rejected-Finance L4 |
Tender Value
₹51.9 L
EMD Value
₹4.6 L
Closing Date
7 May 2026, 12:00 pmClosed
SE
Office of the SE MZP Circle PWD Mirzapur
Gram Baghamandawa me Mahuli ghorapa marg se bich tola link road ka Navnirmad karya
2026_CEMRZ_1143807_1
1768/53M MZP Circle/26 Date-17.4.2026
Open Tender
Civil Works
180 days
Sonebhadra
As per NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹4.6 L
Yes
15 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
7 May 2026
30 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 | Earthwork in cutting or in embankment in ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I. | 5,687 | Cum | 80 | ₹4,54,960 |
| 2 | Construction of granular sub-base by providing ready mix material spreading in uniform layers with motor grader on prepared surface and compacted with 80-100 KN Smooth wheel static rollar to achieve the desired density at OMC complete as per Technical specification Clause 401. | 253.13 | Cum | 2,870 | ₹7,26,468.75 |
| 3 | Providing, laying, spreading and compacting stone aggregates of 63 mm to 45 mm sizes to water bound macadam (WBM II) 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 crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.. | 140.63 | Cum | 3,420 | ₹4,80,937.5 |
| 4 | Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam (WBM III) 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.(WBM III) | 140.63 | Cum | 3,580 | ₹5,03,437.5 |
| 5 | Providing and applying primer coat with Slow Setting bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.700 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,875 | Sqm | 56 | ₹1,05,000 |
| 6 | TACK COAT: 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. | 1,875 | sqm | 22 | ₹41,250 |
| 7 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Dalla aggregate) using VG-10 grade bitumen @ 1.46 Kg / sqm to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, 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. | 1,875 | sqm | 189 | ₹3,54,375 |
| 8 | Providing and laying seal coat Type C sealing the voids in a bituminous surface with crushed stone chipping of 6.7 mm size defined as 100 % passing through 9.5 mm sieve & 100 % retained on 2.36 mm sieve applied @ 0.09 cum / 10 sqm & Bitumen VG-10 @ 6.50 kg / 10 sqm on bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 | 1,875 | Sqm | 70 | ₹1,31,250 |
| 9 | Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I. | 592.63 | Cum | 80 | ₹47,410 |
| 10 | Excavation in foundation in soil mixed with moorum/kanker/B.C soil etc. requiring the use of special T&P such as pickaxe, subbals etc. including lift up to 1.50 M and lead up to 30 M complete as per direction of E/I. and as per S.I. No. 252 | 264.58 | Cum | 110 | ₹29,103.8 |
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