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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC MISSION HOSPITAL KE PEECHE JAL NIGAM ROAD ROBERTSGANJ SONBHADRA | ₹2.8 Cr | L1 | Accepted-AOC security submmited by contractor |
| 2 | L2₹2.9 CrRejected-Finance 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹2.9 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹3.0 CrRejected-Finance GAHANIA JASSA BARA PURKHAS | ₹3.0 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹3.1 CrRejected-Finance GHAZIPUR | UTTAR PRADESH | 232325 | ₹3.1 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹3.5 CrRejected-Finance CHURK SONEBHADRA U P | SONBHADRA | UTTAR PRADESH | 231206 | ₹3.5 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | UMESH CHANDRA MISHRA L6 | shree kant singh L2 | arun kumar singh L1 | M/S ATUL KUMAR SHUKLA L3 | M/s A.K. Associates L7 | Maa Mundheshwari Construction L5 | m/s mohd aleem L8 | R K GREEN CONSTRUCTION L9 | RAJENDRA KUSHWAHA L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m | 1,879 | cum | 84,555 ₹84,555 | 93,950 ₹93,950 | 71,402 ₹71,402 | 56,370 ₹56,370 | 93,950 ₹93,950 | 93,950 ₹93,950 | 95,735.05 ₹95,735.05 | 1,87,900 ₹1.9 L | 45,096 ₹45,096 |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 20,000 | cum | 36,00,000 ₹36 L | 10,00,000 ₹10 L | 18,20,000 ₹18.2 L | 16,00,000 ₹16 L | 4,00,000 ₹4 L | 20,00,000 ₹20 L | 34,35,800 ₹34.4 L | 18,00,000 ₹18 L | 9,30,000 ₹9.3 L |
| 3.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 1,879 | cum | 93,950 ₹93,950 | 93,950 ₹93,950 | 56,370 ₹56,370 | 56,370 ₹56,370 | 37,580 ₹37,580 | 93,950 ₹93,950 | 1,04,152.97 ₹1.0 L | 1,14,619 ₹1.1 L | 32,694.6 ₹32,694.60 |
| 4.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 4,389 | cum | 7,46,130 ₹7.5 L | 2,19,450 ₹2.2 L | 3,99,399 ₹4.0 L | 3,51,120 ₹3.5 L | 2,19,450 ₹2.2 L | 4,38,900 ₹4.4 L | 7,63,993.23 ₹7.6 L | 4,38,900 ₹4.4 L | 1,87,410.3 ₹1.9 L |
| 5.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(Gr-V) | 2,714 | cum | 32,56,800 ₹32.6 L | 39,35,300 ₹39.4 L | 28,76,840 ₹28.8 L | 37,99,600 ₹38.0 L | 48,85,200 ₹48.9 L | 40,71,000 ₹40.7 L | 38,09,451.82 ₹38.1 L | 46,13,800 ₹46.1 L | 29,17,550 ₹29.2 L |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 4,023 | cum | 58,33,350 ₹58.3 L | 74,42,550 ₹74.4 L | 51,81,624 ₹51.8 L | 60,34,500 ₹60.3 L | 80,46,000 ₹80.5 L | 64,36,800 ₹64.4 L | 62,94,385.8 ₹62.9 L | 72,41,400 ₹72.4 L | 46,26,450 ₹46.3 L |
| 7.00 | Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | 23,100 | Sqm | 4,62,000 ₹4.6 L | 5,77,500 ₹5.8 L | 5,54,400 ₹5.5 L | 6,93,000 ₹6.9 L | 2,31,000 ₹2.3 L | 8,77,800 ₹8.8 L | 9,15,453 ₹9.2 L | 6,93,000 ₹6.9 L | 8,08,500 ₹8.1 L |
| 8.00 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 23,100 | Sqm | 1,84,800 ₹1.8 L | 1,61,700 ₹1.6 L | 2,54,100 ₹2.5 L | 2,54,100 ₹2.5 L | 2,31,000 ₹2.3 L | 2,31,000 ₹2.3 L | 2,28,459 ₹2.3 L | 2,54,100 ₹2.5 L | 2,31,000 ₹2.3 L |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(DBM GR-2) | 1,617 | cum | 1,29,36,000 ₹1.3 Cr | 88,93,500 ₹88.9 L | 97,34,340 ₹97.3 L | 93,78,600 ₹93.8 L | 1,45,53,000 ₹1.5 Cr | 1,21,27,500 ₹1.2 Cr | 1,28,41,227.63 ₹1.3 Cr | 1,40,67,900 ₹1.4 Cr | 1,23,70,050 ₹1.2 Cr |
| 10.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects (BC GR-2) | 693 | cum | 63,75,600 ₹63.8 L | 49,54,950 ₹49.5 L | 47,26,953 ₹47.3 L | 51,28,200 ₹51.3 L | 69,30,000 ₹69.3 L | 58,90,500 ₹58.9 L | 62,81,982.63 ₹62.8 L | 65,83,500 ₹65.8 L | 56,13,300 ₹56.1 L |
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
15 Dec 2025, 12:00 pmClosed
Office of SE Mzp PWD Mirzapur
Office of SE Mzp PWD Mirzapur
W S OF VARANASI SHAKINAGAR MARG SH 5A KM 44 TO CHANDAULI BORDER MARG INCLUDING MAINTANACE UP TO 2.5 PERCENT OF CONSTRUTION COST
2025_CEMRZ_1097422_1
4712/53M Mzp Circle/25 Dated -09-10-2025
Open Tender
Civil Works
360 days
PD, PWD
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹9.2 L
Yes
20 Feb 2026
8 Dec 2025
15 Dec 2025
8 Dec 2025
15 Dec 2025
8 Dec 2025
Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(Gr-V)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.(DBM GR-2)
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects (BC GR-2)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
Plain/Reinforced Cement Concrete (M-10) in Open Foundation complete as per Drawing and Technical Specifications clause 1500, 1700 & 2100.
Stone masonry work in cement mortar 1:3 for Foundation complete as per drawing and Technical Specifications clause 1200.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications clause 1300 & 2200.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications clUSE 1300& & 2200.
Supply and fixing of 1000mm Dia. NP-3 Hume pipe inc. its cost etc complete.
shree kant singh (BID ID -5745122)
M/S ATUL KUMAR SHUKLA (BID ID -5746383)
RAJENDRA KUSHWAHA (BID ID -5742569)
Maa Mundheshwari Construction (BID ID -5747247)
UMESH CHANDRA MISHRA (BID ID -5743859)
M/s A.K. Associates (BID ID -5747768)
m/s mohd aleem (BID ID -5745764)
R K GREEN CONSTRUCTION (BID ID -5739636)
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