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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 CrAdmitted-Finance | ₹15.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹17.1 Cr+₹1.5 Cr (9.33%)Admitted-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹17.1 Cr+₹1.5 Cr (9.33%) | L2 | Admitted-Finance |
| 3 | L3₹17.5 Cr+₹1.9 Cr (12.1%)Admitted-Finance 623 ARCONS INFRASTRUCTURES AND CONSTRUCTION PVT LTD NAGPUR ROAD CHHINDWARA CHHINDWARA MADHYA PRADESH 480001 | CHHINDWARA | MADHYA PRADESH | 480001 | ₹17.5 Cr+₹1.9 Cr (12.1%) | L3 | Admitted-Finance |
| 4 | L4₹18.0 Cr+₹2.3 Cr (14.9%)Admitted-Finance 103 MONALISA CHS HARINIWAS CIRCLE THANE WEST 400602 MAHARASHTRA INDIA | THANE | MAHARASHTRA | 400602 | ₹18.0 Cr+₹2.3 Cr (14.9%) | L4 | Admitted-Finance |
| 5 | L5₹18.3 Cr+₹2.7 Cr (17.3%)Admitted-Finance | ₹18.3 Cr+₹2.7 Cr (17.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Arcons Infrastructures and Constructions Pvt. Ltd. L3 | Harsh Constructions Private Limited L2 | The Freyssinet Prestressed Concrete Company Ltd. L5 | Sunshine Ventures L7 | Sanrachana Structural Strengthening Pvt.Ltd L4 | M/S TANOR ENGINEERING L6 | Freyssinet Menard India Pvt. Ltd. L9 | Rajaram Construction L8 | M/S RANE CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 metresas per MORTH 202; IX) Steel Work in all types of Sections upto a Height of 5 m above Plinth Level excluding Cutting of Rivet; a) Including dismembering | 129.71 | Tonne | 2,200 ₹2,85,362 | 2,100 ₹2,72,391 | 1,597.97 ₹2,07,272.69 Lowest | 3,025 ₹3,92,372.75 | 11,500 ₹14,91,665 | 1,655 ₹2,14,670.05 | 3,500 ₹4,53,985 | 1,804.83 ₹2,34,104.5 | 1,800 ₹2,33,478 |
| 2.00 | Providing and fixing stainless steel (Grade 316) railing made of Hollow tubes, channels, plates etc.with hairline finish, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 1,11,571.45 | kg | 780 ₹8,70,25,733.34 | 730 ₹8,14,47,160.69 | 785.25 ₹8,76,11,483.47 | 810.4 ₹9,04,17,505.51 | 757 ₹8,44,59,589.92 | 750 ₹8,36,78,589.75 | 825 ₹9,20,46,448.73 | 863.25 ₹9,63,14,056.8 | 570 ₹6,35,95,728.21 Lowest |
| 3.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.;
a) All kinds of soil | 1,187.37 | cu.m | 300 ₹3,56,211 | 190 ₹2,25,600.3 | 256.08 ₹3,04,061.71 | 187 ₹2,22,038.19 | 265 ₹3,14,653.05 | 165 ₹1,95,916.05 Lowest | 350 ₹4,15,579.5 | 239.93 ₹2,84,885.68 | 291 ₹3,45,524.67 |
| 4.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 138.06 | cu.m | 2,225 ₹3,07,183.5 | 1,700 ₹2,34,702 Lowest | 1,945.68 ₹2,68,620.58 | 2,615 ₹3,61,026.9 | 1,800 ₹2,48,508 | 1,800 ₹2,48,508 | 2,250 ₹3,10,635 | 1,822.97 ₹2,51,679.24 | 1,850 ₹2,55,411 |
| 5.00 | PCC 1:3:6 in Foundation (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.) | 91.62 | cu.m | 6,000 ₹5,49,720 | 4,000 ₹3,66,480 Lowest | 4,921.84 ₹4,50,938.98 | 4,770 ₹4,37,027.4 | 4,600 ₹4,21,452 | 4,800 ₹4,39,776 | 6,500 ₹5,95,530 | 4,611.43 ₹4,22,499.22 | 5,593 ₹5,12,430.66 |
| 6.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications;
C) RCC Grade M20;
Case I) Using Concrete Mixer | 516.71 | cu.m | 6,875 ₹35,52,381.25 | 5,100 ₹26,35,221 Lowest | 5,843.75 ₹30,19,524.06 | 5,726 ₹29,58,681.46 | 5,300 ₹27,38,563 | 6,000 ₹31,00,260 | 7,500 ₹38,75,325 | 5,668.44 ₹29,28,939.63 | 6,875 ₹35,52,381.25 |
| 7.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | 34.84 | Tonne | 90,000 ₹31,35,600 | 85,000 ₹29,61,400 | 75,921 ₹26,45,087.64 | 69,560 ₹24,23,470.4 Lowest | 89,319 ₹31,11,873.96 | 74,000 ₹25,78,160 | 85,000 ₹29,61,400 | 73,643.52 ₹25,65,740.24 | 95,000 ₹33,09,800 |
| 8.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 6.89 | cu.m | 5,200 ₹35,828 | 4,180 ₹28,800.2 Lowest | 4,408 ₹30,371.12 | 5,008 ₹34,505.12 | 6,605 ₹45,508.45 | 4,550 ₹31,349.5 | 8,000 ₹55,120 | 4,275.86 ₹29,460.68 | 7,250 ₹49,952.5 |
| 9.00 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 15.33 | cu.m | 6,000 ₹91,980 | 5,120 ₹78,489.6 | 5,163 ₹79,148.79 | 4,758 ₹72,940.14 Lowest | 6,438 ₹98,694.54 | 5,300 ₹81,249 | 9,000 ₹1,37,970 | 5,008.84 ₹76,785.52 | 6,950 ₹1,06,543.5 |
| 10.00 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 15.33 | cu.m | 900 ₹13,797 | 845 ₹12,953.85 | 789 ₹12,095.37 | 920 ₹14,103.6 | 1,100 ₹16,863 | 750 ₹11,497.5 Lowest | 1,200 ₹18,396 | 765.96 ₹11,742.17 | 7,650 ₹1,17,274.5 |
Tender Value
₹24.9 Cr
EMD Value
₹49.7 L
Closing Date
8 Jun 2026, 11:00 amClosed
Executive Engineer WD XIV(NH) PWD
Fatorda Goa
Special Repairs Elastomeric, anti carbonation painting of 3 major bridges and replacement of pedestrian railings. Installation of 2 Nos MS staircases for access to the bridge along Canacona bypass and construction of shed on NH66 in the state of Goa
2026_MoRTH_906296_1
13/1/2026-27/PWD/ WDXIV/NH/ASW/03 Dt 23/04/2026
Open Tender
Civil Works - Highways
Item Rate
274 days
Canacona Bypass
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Rs. 10,000/- to MoRTH via Bharatkosh online.
₹49.7 L
21 Jul 2026
24 Apr 2026
9 Jun 2026
24 Apr 2026
8 Jun 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dismantling 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 metresas per MORTH 202; IX) Steel Work in all types of Sections upto a Height of 5 m above Plinth Level excluding Cutting of Rivet; a) Including dismembering | |||||
| 2 | Providing and fixing stainless steel (Grade 316) railing made of Hollow tubes, channels, plates etc.with hairline finish, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 0.49 | kg | - | - |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.;
a) All kinds of soil | 1 | cu.m | - | - |
| 4Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 5PCC 1:3:6 in Foundation (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.) | |||||
| 6Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications; C) RCC Grade M20; Case I) Using Concrete Mixer | |||||
| 7Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications | |||||
| 8 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 1 | cu.m | - | - |
| 9Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | |||||
| 10Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | |||||
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