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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.2 LAccepted-AOC | ₹79.2 L | L1 | Accepted-AOC SECURITY SUBMMITED BY CONTRACTOR |
| 2 | L2₹1.0 CrRejected-Finance | ₹1.0 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.1 CrRejected-Finance | ₹1.1 Cr | L3 | Rejected-Finance L3 |
Tender Value
₹1.5 Cr
EMD Value
₹9.3 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
C O GRAM PANCHAYAT PANARI PANCHAM TOAL PANARI KHAS TO SAMPAT GOND HOUSE LINK ROAD INCLUDING MAINTENANCE UP TO 7 POINT 5 PERCENT OF CONTRUCTION COST
2026_CEMRZ_1128676_6
1107/53COM MZP CIRCLE DATE 7.3.2026
Open Tender
Civil Works
365 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹9.3 L
Yes
25 May 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding 1/2 m (20") in the depth and earth work in embankment to be in 20 cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 m ( 5') lift and 30 m (100') lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m (100') distance as directed by the E/I.SOR SL.No.-253 | |||||
| 2Construction of granular sub-base by providing well graded ready mixed sukrut material, spreading in uniform layers with motor grader on prepared surface with at OMC, and compacting in two layer with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | |||||
| 3Providing, laying, spreading and compacting stone aggregates of 45-63mm Sukrut stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. | |||||
| 4Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Sukrut Stone ballast size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type-B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||
| 5Providing and appying prime coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.70 kg/Sqm using mechanical means as per Technical specification claue 502 . | |||||
| 6Providing and applying tack coat with bitumen on primed surface at the rate of 0.35 kg/Sqm using manual mens as per techanical specification clause 503. | |||||
| 7Providing Laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm aggregate either using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base. Including mixing in a suitable plant or mixol laying and rolling with a three wheels 80-100 KN static roller capacity, finished to required level and grade. | |||||
| 8Providing and laying of seal coat type "C" sealing the voids in a bitumens surface laid to the specified levels,using crushed stone chipping 6.7 mm size and penetration bitumen grade V.G.-10 as per techinical Specification Clause 510.(Including cost of bitumen) | |||||
| 9Construction of embankment with approved material obtained from borrow pits with a lead upto 30m and lift upto 1.5m 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 techanical specification clause 301.5 | |||||
| 10Earthwork in excavationin ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. | |||||
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