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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC D 249 GREEN ESTATE A2Z BUILDER DEVELOPERS NH 58 ROORKEE ROAD MODIPURAM MEERUT UP 250110 | MEERUT | MEERUT | UP | 250110 | ₹1.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.5 Cr+₹13.3 L (9.66%)Rejected-Finance HOUSE NO 165 A VILLAGE POST MORTA DISTT GHAZIABAD U P PIN 201003 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201003 | ₹1.5 Cr+₹13.3 L (9.66%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹1.6 Cr+₹21.2 L (15.5%)Rejected-Finance 24 | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹1.6 Cr+₹21.2 L (15.5%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹1.9 Cr+₹51.5 L (37.6%)Rejected-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | ₹1.9 Cr+₹51.5 L (37.6%) | L4 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | NAVEEN KUMAR TYAGI L2 | Tridev Construction Company L1 | PAWAN KUMAR L4 | GAYATRI CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified and directed. | 5 | Ten Sqm | 1,500 ₹7,500 | 500 ₹2,500 Lowest | 1,500 ₹7,500 | 500 ₹2,500 Lowest |
| 2.00 | M&L for 75mm thick (compacted thickness) WBM, with Lime stone sand Filint or Quartzite coarse aggregate of grading 2 (63 to 40mm size) or of garding 3 (50 to 20mm size) spread, rolled and consolidated to gradient and camber required using 8-12 tonne power road roller incl scarifying the existing surface exc 50 mm and not exc 100mm deep complete all as specified and directed by Engineer in Charge. | 30 | Ten Sqm | 2,200 ₹66,000 | 1,200 ₹36,000 Lowest | 1,500 ₹45,000 | 1,500 ₹45,000 |
| 3.00 | M&L for preparing of newly unsurfaced water bound macadam surfaces by brushing with mechancial means wire brushes for removing caked, mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (VG-10) @ 10kg/10Sqm complete all as specified and as directed. | 30 | Ten Sqm | 100 ₹3,000 Lowest | 400 ₹12,000 | 400 ₹12,000 | 350 ₹10,500 |
| 4.00 | M&L for premix bituminous macadam mixed with paving bitumen 4% (by weight of total mix) bindre content (VG-30) viscosity grade an penitration laid / rolled and compacted to required gradient and chamber (consolidated thickness n.exc 75 mm) with 8 to 10 tonne power roller complete all as as spfd and directed.
Note:- (a) 5 Nos of core cutter test to be carried out by contractor on his own cost before laying of SDAC on BM surface at location directed by Engr-in-charge and test report to be submitted before processing the RAR/payments. (CTL/IIT roorkee/any Govt institution as approved by GE).
(b) The unit rates are worked out on the basis of binder content of 4% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II | 67 | Cum | 8,600 ₹5,76,200 | 7,000 ₹4,69,000 Lowest | 8,000 ₹5,36,000 | 8,500 ₹5,69,500 |
| 5.00 | Preparing surface of road by brushing with wire brushes for removing caked mud etc. cleanning by compressor blower machine and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer(VG-10) viscocity grade @ 5 kg per 10 sq metre complete all as specified and directed. | 2,149 | Ten Sqm | 300 ₹6,44,700 | 350 ₹7,52,150 | 350 ₹7,52,150 | 250 ₹5,37,250 Lowest |
| 6.00 | M&L for bituminous premixed semi dense asphaltic concrete, 30mm thick (consolidated thickness) stone chippings mixed with 5.5% of binder contents paving bitumen (VG-30 viscosity grade mixed in hot mix plant, transported to site on tippers and LAID WITH MECHANICAL SENSER PAVER and rolled to a uniform smooth surface with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed.
Note:- (a) 5 Nos of core cutter test to be carried out by contractor on his own cost after 7 days from date of laying of SDAC at location directed by Engr-in-charge and test report to be submitted before processing the RAR/payments. (CTL/IIT roorkee/any Govt institution as approved by GE).
(b) The unit rates are worked out on the basis of binder content of 5.5% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II | 2,000 | Ten Sqm | 3,800 ₹76,00,000 | 3,350 ₹67,00,000 Lowest | 4,500 ₹90,00,000 | 3,500 ₹70,00,000 |
| 7.00 | Providing and laying 8mm thick micro surfacing course comprising of dry fine aggregate confirming to Type-II grading of specification, polymer modified cationic slow setting bitumen emulsion (Having 60% binder content 3.60% polymer) ordinary portland cement, chemical additives and water in the following proportion. (fine aggragate conforming to type-II grading @ 9 Kg per sqm of road surface coverage. (ii) Bitumen emulsion @ 13.50%Kg by weight of fine aggrate. (iii) cement @ 1.50% by weight of fine aggrate. (iv) Aadditive @ 1.50% weight of fine aggregate including preparation of bituminous surface with mechanical means and applying a coat of tack coat with hot pressure spray using RS (Rapid setting) bitumen cationic emulsion confirming to IS-8887/ASTMD-297 @ 2.50Kg per sqm over bitumenous Macadam / Black topped surface of existing road complete all as specified and directed.
Note:- (1) This item includes all the cost of labours and machineries of bitumen emulsion, ordinary portland cement, chemical additives, agregates and water. (2) This item includes the crack sealing wih bitumen of grade VG-30 sand grout, if any before applying micro surfacing layer. (3) This item includes the cost of making surface levelled with ant mechanical means before appling micro surfacing layer, if the particular portion is having patch work above regular road level. | 750 | Ten Sqm | 2,100 ₹15,75,000 | 1,000 ₹7,50,000 Lowest | 5,000 ₹37,50,000 | 2,400 ₹18,00,000 |
| 8.00 | S&F speed breaker providing rounded (of 17 meter radius) hump of 1.0 meter width and 0.1 RM meter height, with premixed bitumenous macadam 75 mm thick mixed with paving bitumen binder VG-30 Viscosity grade ( considering binder content @4% by wt of total mix), applying providing and laying bituminous premixed asphaltic semi dence concrete 40 mm thick consolidated thickness with machanical paver mixed at hot mix plant, transported to site on tippers,stone chipping mixed with 5.5% by weight of total mix of paving binder (VG-10) viscosity grade by weight of total mix rolled to uniform smooth surface with 8 to 10 tone power roller to required gradient complete all as specified and directed. | 36 | RM | 200 ₹7,200 Lowest | 700 ₹25,200 | 1,500 ₹54,000 | 1,200 ₹43,200 |
| 9.00 | M& L for cleaning the road surface of dirt, seals oil.grese and foreign materials etc and applying 2 mm thick road marking strips (Rectro reflective) of white colour or yellow using hot thermoplastic material by filly/semi automatic thermo plastic paints applicator machine fitted with profile shoe heater drive by operator on road surfaces complete all as specified and directed. | 1,456 | Sqm | 300 ₹4,36,800 Lowest | 300 ₹4,36,800 Lowest | 350 ₹5,09,600 | 400 ₹5,82,400 |
| 10.00 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions all as specified and as directed. | 800 | Each | 300 ₹2,40,000 | 250 ₹2,00,000 | 199 ₹1,59,200 | 180 ₹1,44,000 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹2.2 L
Closing Date
22 Apr 2026, 6:00 pmClosed
CWE No 2 Meerut
Headquarters Commander Works Engineer No 2 Military Engineer Services Boundary Road, Near Supply Depot Meerut Cantt-250001
SPECIAL REPAIR TO GRASS FARM ROAD AND INTERNAL ROAD OF TARRAPORE ENCLAVE AND VIKRAM BATRA ENCLAVE UNDER GE (S) MEERUT CANTT
2026_MES_757747_1
95477/S/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Meerut
Please refer tender pages
9 documents required · 9 mandatory
₹1,000
GE (South) Meerut
₹2.2 L
24 Jun 2026
25 Mar 2026
24 Apr 2026
25 Mar 2026
22 Apr 2026
15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), complete all as specified and directed. | |||||
| 2M&L for 75mm thick (compacted thickness) WBM, with Lime stone sand Filint or Quartzite coarse aggregate of grading 2 (63 to 40mm size) or of garding 3 (50 to 20mm size) spread, rolled and consolidated to gradient and camber required using 8-12 tonne power road roller incl scarifying the existing surface exc 50 mm and not exc 100mm deep complete all as specified and directed by Engineer in Charge. | |||||
| 3M&L for preparing of newly unsurfaced water bound macadam surfaces by brushing with mechancial means wire brushes for removing caked, mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with bituminous primer (VG-10) @ 10kg/10Sqm complete all as specified and as directed. | |||||
| 4M&L for premix bituminous macadam mixed with paving bitumen 4% (by weight of total mix) bindre content (VG-30) viscosity grade an penitration laid / rolled and compacted to required gradient and chamber (consolidated thickness n.exc 75 mm) with 8 to 10 tonne power roller complete all as as spfd and directed. Note:- (a) 5 Nos of core cutter test to be carried out by contractor on his own cost before laying of SDAC on BM surface at location directed by Engr-in-charge and test report to be submitted before processing the RAR/payments. (CTL/IIT roorkee/any Govt institution as approved by GE). (b) The unit rates are worked out on the basis of binder content of 4% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II | |||||
| 5Preparing surface of road by brushing with wire brushes for removing caked mud etc. cleanning by compressor blower machine and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer(VG-10) viscocity grade @ 5 kg per 10 sq metre complete all as specified and directed. | |||||
| 6M&L for bituminous premixed semi dense asphaltic concrete, 30mm thick (consolidated thickness) stone chippings mixed with 5.5% of binder contents paving bitumen (VG-30 viscosity grade mixed in hot mix plant, transported to site on tippers and LAID WITH MECHANICAL SENSER PAVER and rolled to a uniform smooth surface with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed. Note:- (a) 5 Nos of core cutter test to be carried out by contractor on his own cost after 7 days from date of laying of SDAC at location directed by Engr-in-charge and test report to be submitted before processing the RAR/payments. (CTL/IIT roorkee/any Govt institution as approved by GE). (b) The unit rates are worked out on the basis of binder content of 5.5% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II | |||||
| 7Providing and laying 8mm thick micro surfacing course comprising of dry fine aggregate confirming to Type-II grading of specification, polymer modified cationic slow setting bitumen emulsion (Having 60% binder content 3.60% polymer) ordinary portland cement, chemical additives and water in the following proportion. (fine aggragate conforming to type-II grading @ 9 Kg per sqm of road surface coverage. (ii) Bitumen emulsion @ 13.50%Kg by weight of fine aggrate. (iii) cement @ 1.50% by weight of fine aggrate. (iv) Aadditive @ 1.50% weight of fine aggregate including preparation of bituminous surface with mechanical means and applying a coat of tack coat with hot pressure spray using RS (Rapid setting) bitumen cationic emulsion confirming to IS-8887/ASTMD-297 @ 2.50Kg per sqm over bitumenous Macadam / Black topped surface of existing road complete all as specified and directed. Note:- (1) This item includes all the cost of labours and machineries of bitumen emulsion, ordinary portland cement, chemical additives, agregates and water. (2) This item includes the crack sealing wih bitumen of grade VG-30 sand grout, if any before applying micro surfacing layer. (3) This item includes the cost of making surface levelled with ant mechanical means before appling micro surfacing layer, if the particular portion is having patch work above regular road level. | |||||
| 8S&F speed breaker providing rounded (of 17 meter radius) hump of 1.0 meter width and 0.1 RM meter height, with premixed bitumenous macadam 75 mm thick mixed with paving bitumen binder VG-30 Viscosity grade ( considering binder content @4% by wt of total mix), applying providing and laying bituminous premixed asphaltic semi dence concrete 40 mm thick consolidated thickness with machanical paver mixed at hot mix plant, transported to site on tippers,stone chipping mixed with 5.5% by weight of total mix of paving binder (VG-10) viscosity grade by weight of total mix rolled to uniform smooth surface with 8 to 10 tone power roller to required gradient complete all as specified and directed. | |||||
| 9M& L for cleaning the road surface of dirt, seals oil.grese and foreign materials etc and applying 2 mm thick road marking strips (Rectro reflective) of white colour or yellow using hot thermoplastic material by filly/semi automatic thermo plastic paints applicator machine fitted with profile shoe heater drive by operator on road surfaces complete all as specified and directed. | |||||
| 10Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions all as specified and as directed. | |||||
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