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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-AOC | ₹8.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹8.2 CrRejected-Finance PLOT NO 54 UDYOG KENDRA II ECOTECH III GREATER NOIDA | GREATER NOIDA | GAUTAM BUDH NAGAR | UTTAR PRADESH | ₹8.2 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹8.2 CrRejected-Finance | ₹8.2 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹8.8 CrRejected-Finance | ₹8.8 Cr | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | Riddhi Infrastructure L4 | M/S VIJAY KUMAR L1 | SADHNA CONSTRUCTION L3 | J S S Infratech L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. as per MoRTH specification clause No. 202. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 660 | Cum | 250 ₹1.6 L | 300 ₹2.0 L | 100 ₹66,000 | 50 ₹33,000 |
| 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 and lead upto 1000m. as per MoRTH specification clause No. 301. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 15,128 | Cum | 40 ₹6.1 L | 65 ₹9.8 L | 50 ₹7.6 L | 30 ₹4.5 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. as per MoRTH specification clause No. 305. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 3,570 | Cum | 40 ₹1.4 L | 1 ₹3,570 | 30 ₹1.1 L | 50 ₹1.8 L |
| 4.00 | Construction of granular sub-base by providing well 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 MoRTH specification clause No. 401. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 4,552 | Cum | 2,500 ₹1.1 Cr | 2,400 ₹1.1 Cr | 2,300 ₹1.0 Cr | 2,300 ₹1.0 Cr |
| 5.00 | 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.as per MoRTH specification clause No. 406. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 4,296 | Cum | 3,000 ₹1.3 Cr | 2,500 ₹1.1 Cr | 2,400 ₹1.0 Cr | 2,500 ₹1.1 Cr |
| 6.00 | 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 kg/sqm using mechanical means. as per MoRTH specification clause No. 502. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 16,947 | Sqm | 20 ₹3.4 L | 19 ₹3.2 L | 15 ₹2.5 L | 18 ₹3.1 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 VG-40@ 4.0 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. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 2,013 | Cum | 8,000 ₹1.6 Cr | 8,500 ₹1.7 Cr | 8,500 ₹1.7 Cr | 7,500 ₹1.5 Cr |
| 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.as per MoRTH specification clause No. 503 Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 36,149 | Sqm | 12 ₹4.3 L | 8 ₹2.9 L | 8 ₹2.9 L | 9 ₹3.3 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 VG-40@ 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. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 1,095 | Cum | 9,900 ₹1.1 Cr | 10,200 ₹1.1 Cr | 9,000 ₹98.5 L | 9,000 ₹98.5 L |
| 10.00 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor,compacting with 8-10 tonnes vibratory roller, finishing and curing.as per MoRTH specification clause No. 601. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge | 129 | Cum | 3,200 ₹4.1 L | 3,800 ₹4.9 L | 4,800 ₹6.2 L | 3,500 ₹4.5 L |
Tender Value
₹12.2 Cr
EMD Value
₹24.3 L
Closing Date
9 Jan 2026, 12:00 pmClosed
SE, BSR CIRCLE, PWD, BULANDSHAHR
SE, BSR CIRCLE, PWD, BULANDSHAHR
Four Lane Widening and Strengthening work of Sikandrabad Dankaur Road (ODR) From Chainage 0.000 to 2.300
2025_CEMRT_1103067_1
9375 /96M (II)/E-TENDER/BSR CIRCLE/2025-26 Dated 10.12.2025
Open Tender
Civil Works - Roads
365 days
SE, BSR CIRCLE, PWD
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,714
₹24.3 L
SE, BSR CIRCLE, PWD, BULANDSHAHR
19 Feb 2026
2 Jan 2026
9 Jan 2026
2 Jan 2026
9 Jan 2026
2 Jan 2026
3 Jan 2026
Amount
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. as per MoRTH specification clause No. 202. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
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. as per MoRTH specification clause No. 301. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
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. as per MoRTH specification clause No. 305. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Construction of granular sub-base by providing well 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 MoRTH specification clause No. 401. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
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.as per MoRTH specification clause No. 406. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
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 kg/sqm using mechanical means. as per MoRTH specification clause No. 502. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 4.0 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. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
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.as per MoRTH specification clause No. 503 Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40@ 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. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor,compacting with 8-10 tonnes vibratory roller, finishing and curing.as per MoRTH specification clause No. 601. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Construction of un-reinforced, dowel jointed, plain cement concrete pavement(M-35 Grade) 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 as per MoRTH specification clause No. 602. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
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. as per MoRTH specification clause No. 2100. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(PCC M20).as per MoRTH specification clause No. 1500, 1700 & 2200. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC M20).as per MoRTH specification clause No. 1500, 1700 & 2200. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC M25).as per MoRTH specification clause No. 1500, 1700 & 2200 Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications as per MoRTH specification clause No. 1600 & 2200. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification as per MORT&H specification 710.1.4.of IRC:78 & 2200. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
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 face. Complete as per drawing and Technical Specifications.as per MoRTH specification clause No. 2706 & 2200. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Providing and Laying of Interlocking Concrete Block (compressive strength more then 30 Mpa) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST.as per direction of Engineer-in-charge
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc..(as per Technical specification MORT&H no. 804 Sl. No. 8.14(i).Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Reinforced cement concrete M15grade hectometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc..(as per Technical specification MORT&H no. 804 Sl. No. 8.14(i).Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.as per MoRTH specification clause No. 803. Including cost of all material, labour, T&P, royality, labour cess and all taxes complete but excluding cost of GST. as per direction of Engineer-in-charge
05 years maintenance Charges @ 2.5% Routine maintenance of Road for 05 years after the completion of work vide G No. - 17/2024 SA -113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding cost of GST. Second year Maintenance Charge @ 0.25%
05 years maintenance Charges @ 2.5% Routine maintenance of Road for 05 years after the completion of work vide G No. - 17/2024 SA -113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding cost of GST.Third year Maintenance Charge @ 0.50%
05 years maintenance Charges @ 2.5% Routine maintenance of Road for 05 years after the completion of work vide G No. - 17/2024 SA -113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding cost of GST.Fourth year Maintenance Charge @ 0.75%
05 years maintenance Charges @ 2.5% Routine maintenance of Road for 05 years after the completion of work vide G No. - 17/2024 SA -113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter No. 36890C/RMC/Mool-23-24, Date 17.02.2024 of ENC PWD, Lucknow Rate Excluding cost of GST.Fifth year Maintenance Charge @ 1.00%
J S S Infratech (BID ID -5795451)
SADHNA CONSTRUCTION (BID ID -5794752)
Riddhi Infrastructure (BID ID -5789683)
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