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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₹33.1 CrAdmitted-Finance 5773 5775 G 3 G 4 SNEH RESIDENCY MARATHA COLONY TILAKWADI BELAGAVI 590006 KARNATAKA | BELAGAVI | KARNATAKA | 590006 | L1 | Admitted-Finance | |
| 2 | L2₹33.3 Cr+₹19.4 L (0.59%)Admitted-Finance PLOT NO 178 A MLA COLONY ROAD NO 12 BANJARA HILLS HYDERABAD 500 034 | HYDERABAD | TELANGANA | 500034 | L2 | Admitted-Finance | |
| 3 | L3₹33.8 Cr+₹73.5 L (2.22%)Admitted-Finance AT SAMPUR FLAT NO 741 DIST KHORDA ODISHA | SAMPUR | KHORDA | ODISHA | 752066 | L3 | Admitted-Finance | |
| 4 | L4₹34.8 Cr+₹1.7 Cr (5.14%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹35.3 Cr+₹2.2 Cr (6.54%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SHIVA BUILDTECH PVT. LTD L12 | KMC Constructions Limited L7 | RITHWIK PROJECTS PRIVATE LIMITED L10 | GOPAL TEKNOCON PRIVATE LIMITED L14 | PJR PROJECT CONSTRUCTIONS PVT LTD L9 | SRICO PROJECTS PVT LTD L2 | SIRI CONSTRUCTIONS INFRASTRUCTURE PRIVATE LIMITED L8 | Om Associates L1 | wrenchitup civil and structural engineers privatelimited L13 | KVR Construction Heights Pvt Ltd L3 | Shree Riddhi Siddhi Buildwell Limited L5 | SLR INFRASTRUCTURE PVT LTD L4 | VSR Constructions L11 | A G V ENGINEERING AND INFRASTRUCTURES L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00The item rates quoted by the Contractor for the relevant items shall, unless otherwise specified, also include compliance, supply and carrying out the following and no separate payment would be made for the same. 1.General works such as clearance of site, Survey, setting out of road embankment alignemnt and levelling, preparation of complete plan and profile of the road and clearance of works after completion; 2.Samples of materials for test; Design of mixes; Design calculation for temporary works. 3.Test reports for all steel and cast steel as per the relevant provisions of the Specifications. 4.Testing of various finished items and materials including bitumen, cement, concrete as required under these Specifications and furnishing test reports/certificates. 5.Inspection Reports in respect of formwork, staging of work as per the relevant Specifications; 6.Testing of various BOQ items of works as specified in QAP and other relevant Clauses & Cost of in-built provisions for Quality Assurance. 7.Arrangement of temporary Electric power supply / Diesel generators , lighting arrangements in work areas for carrying out all the activities of the tendered work. 8. The plan & profile for all the roads & embankments and complete design for the bridge shall be under the scope of this work. | |||||||||||||||||
| 1.10 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish up to a distance of 200m outside the periphery of the area cleared as per specifications and as directed by the Engineer-in -charge | 1,11,000 | sqm | 7 ₹7,77,000 | 36 ₹39,96,000 | 11 ₹12,21,000 | 20 ₹22,20,000 | 15 ₹16,65,000 | 17.75 ₹19,70,250 | 20 ₹22,20,000 | 25 ₹27,75,000 | 141.39 ₹1,56,94,290 | 5 ₹5,55,000 Lowest | 15 ₹16,65,000 | 24 ₹26,64,000 | 20 ₹22,20,000 | 10 ₹11,10,000 |
| 1.20 | Cutting and felling of trees of girth beyond 60 cm Girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 240 | Nos | 3,700 ₹8,88,000 | 630 ₹1,51,200 | 125 ₹30,000 | 1,250 ₹3,00,000 | 300 ₹72,000 | 2,865 ₹6,87,600 | 2,000 ₹4,80,000 | 2,500 ₹6,00,000 | 1,221 ₹2,93,040 | 1,200 ₹2,88,000 | 1,254 ₹3,00,960 | 485 ₹1,16,400 | 25,000 ₹60,00,000 | 55 ₹13,200 Lowest |
| 1.30 | Cutting and felling of trees of girth beyond 120cm Girth up to and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 140 | Nos | 5,500 ₹7,70,000 | 900 ₹1,26,000 | 175 ₹24,500 | 1,875 ₹2,62,500 | 500 ₹70,000 | 2,975 ₹4,16,500 | 5,000 ₹7,00,000 | 5,000 ₹7,00,000 | 2,378 ₹3,32,920 | 3,500 ₹4,90,000 | 5,700 ₹7,98,000 | 780 ₹1,09,200 | 45,000 ₹63,00,000 | 15 ₹2,100 Lowest |
| 2.00Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation of culverts or any other structure etc., in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom of foundations etc. including shoring, strutting and dewatering and refilling around foundations and plinth with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing jungle,uprooting of vegetation, grass, etc.complete all as per as per drawings, specification and as directed by the Engineer-In-charge. | |||||||||||||||||
| 2.10 | a) From 0.00m to 1.50m below average GL | 4,050 | Cum | 145 ₹5,87,250 | 162 ₹6,56,100 | 180 ₹7,29,000 | 188 ₹7,61,400 | 175 ₹7,08,750 | 185 ₹7,49,250 | 200 ₹8,10,000 | 250 ₹10,12,500 | 180 ₹7,29,000 | 99 ₹4,00,950 Lowest | 145 ₹5,87,250 | 220 ₹8,91,000 | 210 ₹8,50,500 | 135 ₹5,46,750 |
| 2.20 | b) From 1.50 m to 3.00m below average GL | 1,200 | Cum | 235 ₹2,82,000 | 225 ₹2,70,000 | 200 ₹2,40,000 | 263 ₹3,15,600 | 200 ₹2,40,000 | 212 ₹2,54,400 | 300 ₹3,60,000 | 350 ₹4,20,000 | 200 ₹2,40,000 | 100 ₹1,20,000 Lowest | 200 ₹2,40,000 | 240 ₹2,88,000 | 250 ₹3,00,000 | 150 ₹1,80,000 |
| 2.30 | c) From 3.00m to 4.50m below average GL | 30 | Cum | 442 ₹13,260 | 450 ₹13,500 | 250 ₹7,500 | 438 ₹13,140 | 225 ₹6,750 | 325 ₹9,750 | 350 ₹10,500 | 500 ₹15,000 | 257 ₹7,710 | 117 ₹3,510 Lowest | 285 ₹8,550 | 265 ₹7,950 | 450 ₹13,500 | 185 ₹5,550 |
| 3.00 | Construction of Embankment/ subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250mm with suitable vibratory roller/200mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge. | 3,88,450 | Cum | 820 ₹31,85,29,000 | 738 ₹28,66,76,100 | 799 ₹31,03,71,550 | 875 ₹33,98,93,750 | 790 ₹30,68,75,500 | 689 ₹26,76,42,050 | 745 ₹28,93,95,250 | 680 ₹26,41,46,000 Lowest | 720 ₹27,96,84,000 | 700 ₹27,19,15,000 | 770 ₹29,91,06,500 | 760 ₹29,52,22,000 | 720 ₹27,96,84,000 | 750 ₹29,13,37,500 |
| 4.00 | Construction of Granular Sub base by providing machine crushed graded material conforming to Grading V of Table 400-1 & physical requirements as per Table 400-2 of MORTH Fifth Revision including spreading in uniform thickness with motor grader on prepared surface, mixing in a mechanical mix plant at OMC and compacting with vibratory roller to achieve the desired density complete as per specification etc. including cost and conveyance of all materials of specified sizes, seigniorage charges, water etc. to site, labour charges for all operations, hire and operational charges of power roller and other T&P all taxes etc. complete all as per drawings, specifications and as directed by the Engineer-In-charge. | 3,000 | Cum | 1,900 ₹57,00,000 | 2,340 ₹70,20,000 | 2,200 ₹66,00,000 | 2,625 ₹78,75,000 | 2,500 ₹75,00,000 | 1,955 ₹58,65,000 | 1,500 ₹45,00,000 | 3,250 ₹97,50,000 | 964 ₹28,92,000 Lowest | 2,200 ₹66,00,000 | 2,100 ₹63,00,000 | 2,000 ₹60,00,000 | 2,300 ₹69,00,000 | 2,250 ₹67,50,000 |
Tender Value
₹38.8 Cr
EMD Value
₹55.8 L
Closing Date
25 Jun 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer, BARC, Visakhapatnam
BARC(V) main campus, Gajuwaka -Yellamanchili Road, Maduturu Sub Post Office, Visakhapatnam-531 011
Construction of Embankments for the Phase II Road and Patrolling Roads and culverts and other miscellaneous works in BARC main campus, Atchuthapuram near Visakhapatnam, AP
2026_BARC_909272_1
BARC(V)/ PhaseIIRoad/220 Dated 15.05.2026
Open Tender
Civil Works
Item Rate
730 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹55.8 L
Atchutapuram,Visakhapatnam
6 Oct 2026
19 May 2026
6 Jul 2026
19 May 2026
25 Jun 2026
9 Jun 2026
19 May 2026 - 29 May 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1The item rates quoted by the Contractor for the relevant items shall, unless otherwise specified, also include compliance, supply and carrying out the following and no separate payment would be made for the same. 1.General works such as clearance of site, Survey, setting out of road embankment alignemnt and levelling, preparation of complete plan and profile of the road and clearance of works after completion; 2.Samples of materials for test; Design of mixes; Design calculation for temporary works. 3.Test reports for all steel and cast steel as per the relevant provisions of the Specifications. 4.Testing of various finished items and materials including bitumen, cement, concrete as required under these Specifications and furnishing test reports/certificates. 5.Inspection Reports in respect of formwork, staging of work as per the relevant Specifications; 6.Testing of various BOQ items of works as specified in QAP and other relevant Clauses & Cost of in-built provisions for Quality Assurance. 7.Arrangement of temporary Electric power supply / Diesel generators , lighting arrangements in work areas for carrying out all the activities of the tendered work. 8. The plan & profile for all the roads & embankments and complete design for the bridge shall be under the scope of this work. | |||||
| 1.1 | Clearing Jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish up to a distance of 200m outside the periphery of the area cleared as per specifications and as directed by the Engineer-in -charge | 1,11,000 | sqm | - | - |
| 1.2 | Cutting and felling of trees of girth beyond 60 cm Girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 240 | Nos | - | - |
| 1.3 | Cutting and felling of trees of girth beyond 120cm Girth up to and including 240 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 140 | Nos | - | - |
| 2Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation of culverts or any other structure etc., in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom of foundations etc. including shoring, strutting and dewatering and refilling around foundations and plinth with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing jungle,uprooting of vegetation, grass, etc.complete all as per as per drawings, specification and as directed by the Engineer-In-charge. | |||||
| 2.1 | a) From 0.00m to 1.50m below average GL | 4,050 | Cum | - | - |
| 2.2 | b) From 1.50 m to 3.00m below average GL | 1,200 | Cum | - | - |
| 2.3 | c) From 3.00m to 4.50m below average GL | 30 | Cum | - | - |
| 3 | Construction of Embankment/ subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250mm with suitable vibratory roller/200mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge. | 3,88,450 | Cum | - | - |
| 4 | Construction of Granular Sub base by providing machine crushed graded material conforming to Grading V of Table 400-1 & physical requirements as per Table 400-2 of MORTH Fifth Revision including spreading in uniform thickness with motor grader on prepared surface, mixing in a mechanical mix plant at OMC and compacting with vibratory roller to achieve the desired density complete as per specification etc. including cost and conveyance of all materials of specified sizes, seigniorage charges, water etc. to site, labour charges for all operations, hire and operational charges of power roller and other T&P all taxes etc. complete all as per drawings, specifications and as directed by the Engineer-In-charge. | 3,000 | Cum | - | - |
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