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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 CrAccepted-AOC | ₹10.7 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹11.1 CrRejected-Finance 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹11.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹11.8 CrRejected-Finance | ₹11.8 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹11.9 CrRejected-Finance GRAM POST MAWANA KHURD MAWANA MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹11.9 Cr | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | raghuvanshi construction L2 | M/S CHAUDHARY ASSOCIATES L3 | amit kumar contractor L4 | Dev Yash Projects and Infrastructure Pvt. Ltd. L1 |
|---|---|---|---|---|---|---|---|
| 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.But Excluding G.S.T. | 14,800 | Cum | 50 ₹7.4 L | 35 ₹5.2 L | 30 ₹4.4 L | 47.46 ₹7.0 L |
| 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. (Embankment). But Excluding G.S.T. | 58,000 | Cum | 50 ₹29 L | 70 ₹40.6 L | 60 ₹34.8 L | 222 ₹1.3 Cr |
| 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.But Excluding G.S.T. | 8,000 | Cum | 2,750 ₹2.2 Cr | 2,700 ₹2.2 Cr | 2,900 ₹2.3 Cr | 2,886.5 ₹2.3 Cr |
| 4.00 | 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.But Excluding G.S.T. | 6,850 | Cum | 3,150 ₹2.2 Cr | 2,730 ₹1.9 Cr | 3,000 ₹2.1 Cr | 2,997.5 ₹2.1 Cr |
| 5.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. But Excluding G.S.T. | 28,000 | Sqm | 20 ₹5.6 L | 30 ₹8.4 L | 22 ₹6.2 L | 23.31 ₹6.5 L |
| 6.00 | Providing and applying tack coat with bitumen V.G.-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. But Excluding G.S.T. | 32,300 | Sqm | 10 ₹3.2 L | 13 ₹4.2 L | 12 ₹3.9 L | 7.77 ₹2.5 L |
| 7.00 | 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 percent 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 MoRT&H specification clause No. 505 complete in all respects. But Excluding G.S.T. | 3,060 | Cum | 8,000 ₹2.4 Cr | 8,700 ₹2.7 Cr | 9,500 ₹2.9 Cr | 4,671.6 ₹1.4 Cr |
| 8.00 | Providing and applying tack coat with bitumen V.G.-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. But Excluding G.S.T. | 64,600 | Sqm | 10 ₹6.5 L | 10 ₹6.5 L | 12 ₹7.8 L | 7.77 ₹5.0 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 percent 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 MORT&H specification clause No. 507 complete in all respects.But Excluding G.S.T. | 1,935 | Cum | 9,400 ₹1.8 Cr | 10,300 ₹2.0 Cr | 10,000 ₹1.9 Cr | 5,581.8 ₹1.1 Cr |
| 10.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved 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, But Excluding G.S.T. | 756 | Cum | 5,600 ₹42.3 L | 6,000 ₹45.4 L | 6,000 ₹45.4 L | 5,727.6 ₹43.3 L |
Tender Value
₹16 Cr
EMD Value
₹30 L
Closing Date
15 Dec 2025, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Widening and Strengthening of Mansoorpur Sikheda road (ODR) Ch. 0.000 to 8.900
2025_CEMRT_1097369_1
6893/24MS-S/2025 Date 04-10-2025
Open Tender
Civil Works
365 days
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹30 L
16 Apr 2026
9 Dec 2025
15 Dec 2025
9 Dec 2025
15 Dec 2025
9 Dec 2025
Amount
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.But Excluding G.S.T.
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. (Embankment). But Excluding G.S.T.
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.But Excluding G.S.T.
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.But Excluding G.S.T.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. But Excluding G.S.T.
Providing and applying tack coat with bitumen V.G.-10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. But Excluding G.S.T.
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 percent 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 MoRT&H specification clause No. 505 complete in all respects. But Excluding G.S.T.
Providing and applying tack coat with bitumen V.G.-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. But Excluding G.S.T.
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 percent 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 MORT&H specification clause No. 507 complete in all respects.But Excluding G.S.T.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved 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, But Excluding G.S.T.
Dewatering of foundation, trenches by 5 HP diesel oprator pumps including all labour materils, T&P etc. complete work (Taking unit 1Hrs per Pumps) Including Labour Cess, But Excluding G.S.T.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.Prestressed / reinforced cement concrete grade M-20 & above. But Excluding G.S.T.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means. But Excluding G.S.T.
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.But Excluding G.S.T.
Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. as per S.I No 255a. Excluding G.S.T.
Cement concrete 1:3:6 in foundation with cement, coarse sand & 40mm gauge stone ballast. (S.I. No 279b). But Excluding G.S.T.
Plain Cement Concrete in Open Foundation complete as per drawing & technical specification (M-15).But Excluding G.S.T.
Plain/reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 Morth Sr No 12.8. But Excluding G.S.T.
Reinforced Cement concrete work M-30 mix with cement approved coarse sand & 20 mm gauge well graded grit for Raft foundation, including cost of all materials , labours , T&P etc , required for proper completion of the work. But Excluding G.S.T.
Mild Steel or iron work of reinforcement in raft,bed block,approach slabs, slabs, etc, wrought to required shape incl-uding cutting , bending & also including cost of necessary reinforcement for proper completion the work. But Excluding G.S.T.
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Excluding G.S.T.
Providing weep holes with 110 mm dia pvc pipe extending full with of abutement & wing wall Sl. But Excluding G.S.T.
Supplying & fixing of 100 mm dia drainage spouts of cast iron with gratings as per drawing and as per directed by Engineer-in-Charge. Including cost of all materials, taxes, labour, T&P etc. complete.But Excluding G.S.T.
Providing pressure relief pipes 110 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification clause 1205.5.7 Including Labour Cess But Excluding GST
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.But Excluding G.S.T.
Laying & fixing of 1000 mm dia NP3 pipe Complete in all Respects Excluding G.S.T.
Providing and laying reinforced cement concrete pipe NP3 for culverts 600mm Dia.But Excluding G.S.T.
Providing and laying reinforced cement concrete pipe NP3 for culverts 350mm dia. But Excluding G.S.T.
M-150 class brick work in 1:3 cement and coarse sand mortor in foundation and plinth.But Excluding G.S.T.
Pointing with cement mortar (1:2) on brick work in substructure as per Technical Specifications. But Excluding G.S.T.
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications. But Excluding G.S.T.
Brick solling with S.O.B. bricks and edging on both side i/c prepaering of sub grade to prescribed camber & i/c supply of all materials,labour,T&P etc. complete. But Excluding G.S.T.
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc all T&P, machine, material and labour required for proper completion of work.Chapter 27 (New Item 7). But Excluding G.S.T.
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th Km Stone. But Excluding G.S.T.
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc KM Stone. But Excluding G.S.T.
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer Stone. But Excluding G.S.T.
raghuvanshi construction (BID ID -5746119)
M/S CHAUDHARY ASSOCIATES (BID ID -5739298)
amit kumar contractor (BID ID -5741644)
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