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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹3.5 Cr Quoted ₹3.6 Cr | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹3.9 CrRejected-Finance ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | ₹3.9 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹4.4 CrRejected-Finance 75A HAMID VILLA AHMED NAGAR DODPUR ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹4.4 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹4.5 CrRejected-Finance | ₹4.5 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹4.6 CrRejected-Finance 249 SHALIMAR SHAMLI | SHAMLI | SHAMLI | UTTAR PRADESH | ₹4.6 Cr | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | raghuvanshi construction L1 | M/S S S CONTRACTOR L5 | S F INFRA PROJECTS L2 | S S CONSTRUCTIONS L3 | M/S NIRWAL CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 and backfilling with approved material. | 3,500 | Cum | 50 ₹1.8 L | 140 ₹4.9 L | 50 ₹1.8 L | 130 ₹4.5 L | 135 ₹4.7 L |
| 2.00 | 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 . | 4,225 | Cum | 75 ₹3.2 L | 100 ₹4.2 L | 50 ₹2.1 L | 60 ₹2.5 L | 85 ₹3.6 L |
| 3.00 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For grading-I Material | 1,650 | Cum | 2,800 ₹46.2 L | 3,500 ₹57.8 L | 2,800 ₹46.2 L | 3,050 ₹50.3 L | 3,400 ₹56.1 L |
| 4.00 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density. | 3,100 | Cum | 3,200 ₹99.2 L | 4,000 ₹1.2 Cr | 3,000 ₹93 L | 3,550 ₹1.1 Cr | 3,900 ₹1.2 Cr |
| 5.00 | Providing and applying primer coat with SS1 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. | 6,400 | Sqm | 20 ₹1.3 L | 35 ₹2.2 L | 15 ₹96,000 | 41 ₹2.6 L | 40 ₹2.6 L |
| 6.00 | Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 14,000 | Sqm | 10 ₹1.4 L | 14 ₹2.0 L | 10 ₹1.4 L | 13 ₹1.8 L | 13.5 ₹1.9 L |
| 7.00 | Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 14,000 | Sqm | 10 ₹1.4 L | 12 ₹1.7 L | 10 ₹1.4 L | 10 ₹1.4 L | 11.5 ₹1.6 L |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. | 920 | Cum | 8,500 ₹78.2 L | 10,300 ₹94.8 L | 9,500 ₹87.4 L | 9,800 ₹90.2 L | 10,000 ₹92 L |
| 9.00 | 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 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. 507 complete in all respects | 418 | Cum | 10,000 ₹41.8 L | 11,500 ₹48.1 L | 10,500 ₹43.9 L | 11,000 ₹46.0 L | 11,000 ₹46.0 L |
| 10.00 | Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing . | 740 | Cum | 6,200 ₹45.9 L | 8,000 ₹59.2 L | 6,500 ₹48.1 L | 6,700 ₹49.6 L | 7,500 ₹55.5 L |
Tender Value
₹4.5 Cr
EMD Value
₹9 L
Closing Date
15 Dec 2025, 12:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
Widening and Strengthening of Ganeshpur to Jhunjhuni road in District Meerut
2025_CEMRT_1097666_1
4833/11Cashier-MC PD Meerut Dt 06-10-25
Open Tender
Civil Works - Others
365 days
EE PD PWD MEERUT
CLASS A
3 documents required · 3 mandatory
₹2,714
₹9 L
SE MEERUT CIRCLE PWD MEERUT
11 Feb 2026
9 Dec 2025
15 Dec 2025
9 Dec 2025
15 Dec 2025
9 Dec 2025
9 Dec 2025
Amount
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 and backfilling with approved material.
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 .
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For grading-I Material
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density.
Providing and applying primer coat with SS1 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 VG10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and applying tack coat with bitumen VG10 using emulsion 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 @ 4.5 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.
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 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. 507 complete in all respects
Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing .
Providing and laying of interlocking tiles concrete block pavement having thickness 80 mm with 3 cm compacted fine sand bed as per drawings and technical specification as per direction of Engineer in charge
Supply and Laying of 600 mm dia NP-3 Hume pipe (S&S type) including all material, labour, taxes but excluding GST
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days.
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & manual placing
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
S F INFRA PROJECTS (BID ID -5747308)
S S CONSTRUCTIONS (BID ID -5745385)
M/S NIRWAL CONSTRUCTION (BID ID -5745742)
M/S S S CONTRACTOR (BID ID -5745909)
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