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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC 52 H NEW COLONY ROBERTSGANJ SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | ₹3.7 Cr | L1 | Accepted-AOC bond registered |
| 2 | L2₹3.8 CrRejected-Finance MISSION HOSPITAL KE PEECHE JAL NIGAM ROAD ROBERTSGANJ SONBHADRA | ₹3.8 Cr | L2 | Rejected-Finance l2 |
| 3 | L3₹4.0 CrRejected-Finance SULTANPUR RASRA BALLIA | BALLIA | UTTAR PRADESH | 221701 | ₹4.0 Cr | L3 | Rejected-Finance l3 |
| 4 | L4₹4.2 CrRejected-Finance B 104 KESAR GARDEN APARTMENT SECTOR 48 NOIDA GAUTAM BUDDH NAGAR | NOIDA | GAUTAM BUDDH NAGAR | UTTAR PRADESH | ₹4.2 Cr | L4 | Rejected-Finance l4 |
| 5 | L5₹4.2 CrRejected-Finance BHARAHADNA SADAR MIRZAPUR | MIRZAPUR | MIRZAPUR | UTTAR PRADESH | ₹4.2 Cr | L5 | Rejected-Finance l5 |
| Sl No | Description | Qty | Unit | shree kant singh L1 | arun kumar singh L2 | UMESH CHANDRA MISHRA L4 | SHUBH CONSTRUCTION L5 | VIJAY CONSTRUCTION AND SUPPLIERS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. As per MORTH 3.18/ 305 | 12,000 | cum | 6,60,000 ₹6.6 L | 15,95,520 ₹16.0 L | 6,00,000 ₹6 L | 7,20,000 ₹7.2 L | 19,92,000 ₹19.9 L |
| 2.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH 4.14/406 A | 650 | cum | 20,15,000 ₹20.1 L | 9,51,067 ₹9.5 L | 9,75,000 ₹9.8 L | 11,05,000 ₹11.1 L | 12,48,000 ₹12.5 L |
| 3.00 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH 5.02/503/(i) | 1,32,396 | Sqm | 1,12,53,660 ₹1.1 Cr | 10,89,619.08 ₹10.9 L | 13,23,960 ₹13.2 L | 22,50,732 ₹22.5 L | 13,23,960 ₹13.2 L |
| 4.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 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. As per MORTH 5.05/509/B | 3,971.88 | cum | 1,74,76,272 ₹1.7 Cr | 3,08,78,070.34 ₹3.1 Cr | 3,49,52,544 ₹3.5 Cr | 3,57,46,920 ₹3.6 Cr | 3,07,42,351.2 ₹3.1 Cr |
| 5.00 | Providing ang laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC :35 the finished surface to be level uniform and free from streaks and holes. | 8,340 | Sqm | 53,45,940 ₹53.5 L | 34,78,530.6 ₹34.8 L | 37,53,000 ₹37.5 L | 25,02,000 ₹25.0 L | 41,70,000 ₹41.7 L |
| 6.00 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. | 150 | Nos | 2,62,500 ₹2.6 L | 2,27,779.5 ₹2.3 L | 1,23,750 ₹1.2 L | 75,000 ₹75,000 | 3,16,500 ₹3.2 L |
| 7.00 | Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and dixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrence Acrylonitrite) or HIPS (Hi- impact Polystyrene) of acrylonitrile butadiness styrence (ABS). The marker shall upported a load of 1335 kg tested in accordace with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prosmatic cubes of providing total internal reflection of the light entering the lens face Retro reflecting surface shall preferably be base and area of each retro-reflecting surface shall not be less than 13.00 sqcm road studs shall be legibly marked with name trade mark or other means of indenfification of the manufacturer. Dimensions of road studs should not be less than 100mmx100mmx10mm. (RPM (With shank) as per ASTM | 300 | Nos | 3,96,000 ₹4.0 L | 91,113 ₹91,113 | 90,000 ₹90,000 | 90,000 ₹90,000 | 1,08,000 ₹1.1 L |
Tender Value
₹5.6 Cr
EMD Value
₹11.3 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
G R WITH REN OF GHORAWAL SHIVDWAR VARDIYA JHARKATHA ROAD ODR
2026_CEMRZ_1128667_1
563/53M CIRCLE DATE 4.2.2026
Open Tender
Civil Works
240 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹11.3 L
Yes
5 Jun 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction 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. As per MORTH 3.18/ 305 | |||||
| 2Providing, 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH 4.14/406 A | |||||
| 3Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As per MORTH 5.02/503/(i) | |||||
| 4Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 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. As per MORTH 5.05/509/B | |||||
| 5Providing ang laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC :35 the finished surface to be level uniform and free from streaks and holes. | |||||
| 6Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. | |||||
| 7Reflective Raised Pavement Markers (Road Studs/Cat Eye) Supply and dixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrence Acrylonitrite) or HIPS (Hi- impact Polystyrene) of acrylonitrile butadiness styrence (ABS). The marker shall upported a load of 1335 kg tested in accordace with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prosmatic cubes of providing total internal reflection of the light entering the lens face Retro reflecting surface shall preferably be base and area of each retro-reflecting surface shall not be less than 13.00 sqcm road studs shall be legibly marked with name trade mark or other means of indenfification of the manufacturer. Dimensions of road studs should not be less than 100mmx100mmx10mm. (RPM (With shank) as per ASTM | |||||
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