Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC 385 65 GAOSHALA MUZAFFARNAGAR | ₹5.1 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹5.2 CrRejected-Finance | ₹5.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹5.6 CrRejected-Finance D 172 SAKET MEERUT DISTRICT MEERUT | MEERUT | MEERUT | UTTAR PRADESH | ₹5.6 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹5.9 CrRejected-Finance | ₹5.9 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 | M/S Shri Sai Construction L2 | M/S CHAUDHARY ASSOCIATES L4 | Preeti Buildcon Private Limited L3 | M/S DS CONSTRUCTION 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. | 4,720 | Cum | 50 ₹2.4 L | 35 ₹1.7 L | 30 ₹1.4 L | 25 ₹1.2 L |
| 2.00 | 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. | 2,500 | Cum | 2,400 ₹60 L | 2,700 ₹67.5 L | 2,750 ₹68.8 L | 1,900 ₹47.5 L |
| 3.00 | 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. | 3,690 | Cum | 2,700 ₹99.6 L | 2,750 ₹1.0 Cr | 2,800 ₹1.0 Cr | 2,200 ₹81.2 L |
| 4.00 | 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. But Excluding G.S.T. | 15,400 | Cum | 60 ₹9.2 L | 75 ₹11.6 L | 60 ₹9.2 L | 35 ₹5.4 L |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. But Excluding G.S.T. | 160 | Cum | 2,650 ₹4.2 L | 2,800 ₹4.5 L | 2,400 ₹3.8 L | 2,200 ₹3.5 L |
| 6.00 | 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. | 30,260 | Sqm | 16 ₹4.8 L | 25 ₹7.6 L | 30 ₹9.1 L | 10 ₹3.0 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. | 2,250 | Cum | 7,450 ₹1.7 Cr | 8,700 ₹2.0 Cr | 8,000 ₹1.8 Cr | 8,000 ₹1.8 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. | 30,260 | Sqm | 9 ₹2.7 L | 10 ₹3.0 L | 10 ₹3.0 L | 10 ₹3.0 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. | 900 | Cum | 8,800 ₹79.2 L | 10,200 ₹91.8 L | 9,200 ₹82.8 L | 9,500 ₹85.5 L |
| 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, finishing to lines and grades as per drawing. But Excluding G.S.T. | 790 | Cum | 5,350 ₹42.3 L | 6,000 ₹47.4 L | 5,500 ₹43.5 L | 5,500 ₹43.5 L |
Tender Value
₹7.9 Cr
EMD Value
₹15.8 L
Closing Date
15 Dec 2025, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Widening and Strengthening Of Pura Mubarikpur To Goyla Mandawali Road
2025_CEMRT_1097369_3
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
₹15.8 L
9 Mar 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 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.
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. But Excluding G.S.T.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 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 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, finishing to lines and grades as per drawing. But Excluding G.S.T.
Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) S.I. Chapter-20 New Item 14. But Excluding G.S.T.
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. But Excluding G.S.T.
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.But Excluding G.S.T.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25. But Excluding G.S.T.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15. But Excluding G.S.T.
Pointing with cement mortar (1:3 ) 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.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. But Excluding G.S.T.
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.
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 Morth Sr No 12.8 RCC Grade M20. But Excluding G.S.T.
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications. But Excluding G.S.T.
Providing and laying reinforced cement concrete 600 mm dia NP3 pipe for culverts. But Excluding G.S.T.
Providing and laying reinforced cement concrete 350 mm dia NP3 pipe for culverts. But Excluding G.S.T.
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. But Excluding GST. 5th KM Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. But Excluding GST. KM Stone.
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. But Excluding GST. Hectometer Stone
M/S Shri Sai Construction (BID ID -5745689)
Preeti Buildcon Private Limited (BID ID -5747511)
M/S CHAUDHARY ASSOCIATES (BID ID -5742005)
stage.html
html • 0.05 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.56 MB
SBD3.pdf
Tender Documents • 1.41 MB
BOQ_2020651.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid