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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 CrAccepted-AOC 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected | |
| 2 | L2₹14.4 Cr+₹84.9 L (6.24%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹15.6 Cr+₹2.0 Cr (14.4%)Rejected-Finance N A | NA | NA | 121004 | L3 | Rejected-Finance L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical D 61 PALLAVPURAM PHASE I MRT MEERUT | MEERUT | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | raghuvanshi construction L1 | M/S CHAUDHARY ASSOCIATES L2 | M/S JAIN BROTHERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation in mixed soil with moorum,shingle,kankar required the special tools & plants including lift up to1.50 m. and lead upto 30m and including filling watering and ramming of excavated earth into the trenches and the side of foundation trenches or into the plinth and removal ,disposal of suurplus earth.si 251(a)Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 20,879.9 | Cum | 50 ₹10,43,995 | 35 ₹7,30,796.5 Lowest | 50 ₹10,43,995 |
| 2.00 | Demantling of old CC interlocking tiles including Stacking of old CC interlock tiles as per | 276 | Cum | 25 ₹6,900 Lowest | 200 ₹55,200 | 300 ₹82,800 |
| 3.00 | Relaying of old CC interlocking tiles as per SI No new Item 17 Ch.20. | 690 | Sqm | 75 ₹51,750 Lowest | 125 ₹86,250 | 150 ₹1,03,500 |
| 4.00 | 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 Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 5,946 | Cum | 3,000 ₹1,78,38,000 | 2,800 ₹1,66,48,800 Lowest | 3,100 ₹1,84,32,600 |
| 5.00 | Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete with Fly Ash paver blocks, smooth high gloss finish, skid resistant; manufactured through vibro-compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5 kg per No. confirming to IS: 15658-2006 including cost of material, labour, T & P etc.As SI No New Item No 13 Ch.20 Road Work. | 6,360 | Sqm | 725 ₹46,11,000 | 680 ₹43,24,800 Lowest | 900 ₹57,24,000 |
| 6.00 | 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 Reference to MORT&H Specification 406 SN. 4.14 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 3,959.85 | Cum | 3,400 ₹1,34,63,490 | 2,700 ₹1,06,91,595 Lowest | 3,500 ₹1,38,59,475 |
| 7.00 | 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, 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. | 1,811.2 | Cum | 4,200 ₹76,07,040 | 4,000 ₹72,44,800 Lowest | 4,500 ₹81,50,400 |
| 8.00 | Construction of un-reinforced, dowel jointed, 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 (M35) | 4,346.9 | Cum | 6,150 ₹2,67,33,435 Lowest | 6,900 ₹2,99,93,610 | 6,500 ₹2,82,54,850 |
| 9.00 | Construction of embankment/Patri with approved material obtained from borrow pits with all lifts (Distance 5 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ref. to Mort&H Specification No.305) including cost of earth etc. | 33,805 | Cum | 100 ₹33,80,500 Lowest | 200 ₹67,61,000 | 150 ₹50,70,750 |
| 10.00 | 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 Reference to MORT&H Specification 502 SN. 5.10Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 11,025 | Sqm | 20 ₹2,20,500 Lowest | 25 ₹2,75,625 | 37 ₹4,07,925 |
Tender Value
₹18.3 Cr
EMD Value
₹36.5 L
Closing Date
15 Dec 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
Widening and Strengthening of Kharkhoda Mohiuddinpur to Gejha Siwalkhas (ODR) road under State Road Fund Scheme (Length 10.500 km)
2025_CEMRT_1097595_1
5052/11Cashier-MC PD Meerut Dt 29-10-25
Open Tender
Civil Works
Item Rate
365 days
EE PD PWD MEERUT
CLASS A
3 documents required · 3 mandatory
₹2,714
₹36.5 L
SE MEERUT CIRCLE PWD MEERUT
9 Mar 2026
9 Dec 2025
15 Dec 2025
9 Dec 2025
15 Dec 2025
9 Dec 2025
9 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation in mixed soil with moorum,shingle,kankar required the special tools & plants including lift up to1.50 m. and lead upto 30m and including filling watering and ramming of excavated earth into the trenches and the side of foundation trenches or into the plinth and removal ,disposal of suurplus earth.si 251(a)Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 20,879.9 | Cum | - | - |
| 2 | Demantling of old CC interlocking tiles including Stacking of old CC interlock tiles as per | 276 | Cum | - | - |
| 3 | Relaying of old CC interlocking tiles as per SI No new Item 17 Ch.20. | 690 | Sqm | - | - |
| 4 | 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 Reference to MORT&H Specification 401 SN. 4.01 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 5,946 | Cum | - | - |
| 5 | Supply of 80mm thick ISI marked confirming to IS: 15658-2006 I shaped mechanically compressed interloking cement concerete with Fly Ash paver blocks, smooth high gloss finish, skid resistant; manufactured through vibro-compression mechanism. high pressure and control vibration machine having plan dimension 200 x (160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The Compressive strength of concerete paver block shall not be less than 30 MPa and weight 4.5 kg per No. confirming to IS: 15658-2006 including cost of material, labour, T & P etc.As SI No New Item No 13 Ch.20 Road Work. | 6,360 | Sqm | - | - |
| 6 | 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 Reference to MORT&H Specification 406 SN. 4.14 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 3,959.85 | Cum | - | - |
| 7 | 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, 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. | 1,811.2 | Cum | - | - |
| 8 | Construction of un-reinforced, dowel jointed, 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 (M35) | 4,346.9 | Cum | - | - |
| 9 | Construction of embankment/Patri with approved material obtained from borrow pits with all lifts (Distance 5 km) and all leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Ref. to Mort&H Specification No.305) including cost of earth etc. | 33,805 | Cum | - | - |
| 10 | 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 Reference to MORT&H Specification 502 SN. 5.10Rates are including all labour, material, T&P, taxes & labour cess but excluding GST | 11,025 | Sqm | - | - |
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