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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 CrAdmitted-Finance 5773 5775 G 3 G 4 SNEH RESIDENCY MARATHA COLONY TILAKWADI BELAGAVI 590006 KARNATAKA | BELAGAVI | KARNATAKA | 590006 | ₹29.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹29.9 Cr+₹28.7 L (0.97%)Admitted-Finance | ₹29.9 Cr+₹28.7 L (0.97%) | L2 | Admitted-Finance |
| 3 | L3₹30.7 Cr+₹1.1 Cr (3.56%)Admitted-Finance | ₹30.7 Cr+₹1.1 Cr (3.56%) | L3 | Admitted-Finance |
| 4 | L4₹31.5 Cr+₹1.9 Cr (6.43%)Admitted-Finance | ₹31.5 Cr+₹1.9 Cr (6.43%) | L4 | Admitted-Finance |
| 5 | L5₹31.8 Cr+₹2.2 Cr (7.42%)Admitted-Finance | ₹31.8 Cr+₹2.2 Cr (7.42%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Om Associates L1 | G R CONSTRUCTIONS L7 | GVS Projects Pvt Ltd L3 | YRK CONSTRUCTIONS L2 | A G V ENGINEERING AND INFRASTRUCTURES L5 | Shree Riddhi Siddhi Buildwell Limited L4 | SEKAR CONSTRUCTIONS L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00General Notes: 1) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items. 2) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river or Vamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metal of 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision) 3) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 4) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. 5) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 6) Fly ash based Portland Pozzolona Cement (PPC) shall only be used for all cement consuming items. | ||||||||||
| 1.107) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor. 8) The Scope of works which are not included in any specific items but indicated in the document "General Scope of all works" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials. 10) The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved. 11) The Tentative/Suggested makes have been specified in the tender document based on requirements of BARC, desired performance, detailed study of the technical parameters, manufacturing process, quality assurance/control & testing. The list is merely for guidance purpose. However, the bidder(s) can prefer any other make(s) which is/are meeting technical specifications given under Section-V, this schedule of Quantities (Schedule 'B') and shall conform to the technical Parameters/performance of the tentative/suggested makes and / or shall conform to the relevant BIS codes or other relevant codes. In case of non-approved makes(s), the bidders(s) shall suggest such equivalent/alternate make/brand, meeting above -mentioned technical parameters, during pre-bid stage and before submission of bid(s) | ||||||||||
| 2.00Earthwork excavation by mechanical means (Hydraulic excavator) /manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500mm thick, each layer well rammed and consolidated including disposing the surplus earth with in a distance of 200m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge | ||||||||||
| 2.10 | From 0.00 to 1.50 m depth from Average Ground Level | 33,545 | cum | 200 ₹67,09,000 | 250 ₹83,86,250 | 192 ₹64,40,640 | 280.33 ₹94,03,669.85 | 125 ₹41,93,125 Lowest | 253 ₹84,86,885 | 200 ₹67,09,000 |
| 2.20 | From 1.50 to 3.00 m depth from Average Ground Level | 13,398 | cum | 300 ₹40,19,400 | 304 ₹40,72,992 | 240 ₹32,15,520 | 376.45 ₹50,43,677.1 | 135 ₹18,08,730 Lowest | 280 ₹37,51,440 | 250 ₹33,49,500 |
| 2.30 | From 3.00 to 4.50 m depth from Average Ground Level | 8,286 | cum | 400 ₹33,14,400 | 359 ₹29,74,674 | 288 ₹23,86,368 | 440.52 ₹36,50,148.72 | 145 ₹12,01,470 Lowest | 308 ₹25,52,088 | 340 ₹28,17,240 |
| 2.40 | From 4.50 to 6.00 m depth from Average Ground Level | 2,626 | cum | 500 ₹13,13,000 | 469 ₹12,31,594 | 336 ₹8,82,336 | 640.77 ₹16,82,662.02 | 160 ₹4,20,160 Lowest | 335 ₹8,79,710 | 410 ₹10,76,660 |
| 2.50 | From 6.00 to 7.50 m depth from Average Ground Level | 817 | cum | 600 ₹4,90,200 | 633 ₹5,17,161 | 384 ₹3,13,728 | 720.85 ₹5,88,934.45 | 170 ₹1,38,890 Lowest | 363 ₹2,96,571 | 490 ₹4,00,330 |
| 3.00 | Filling of areas with readily available stacked gravel/ Murrum at BARC, in and around building, embankments etc., including loading, transporting with a lead upto 1000m, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 90% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.
Notes:
1. All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.
2. The rates are applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. . | 14,147 | Cum | 100 ₹14,14,700 Lowest | 291 ₹41,16,777 | 168 ₹23,76,696 | 320.37 ₹45,32,274.39 | 160 ₹22,63,520 | 275 ₹38,90,425 | 175 ₹24,75,725 |
| 4.00 | Filling of areas with gravel brought from outside source in and around building, embankments etc., including loading, transporting, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 95% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.
Notes:
1. All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.
2. The rates are applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. . | 1,000 | Cum | 2,000 ₹20,00,000 | 1,314 ₹13,14,000 | 768 ₹7,68,000 | 640.77 ₹6,40,770 | 585 ₹5,85,000 Lowest | 1,320 ₹13,20,000 | 954 ₹9,54,000 |
Tender Value
₹34.1 Cr
EMD Value
₹50.3 L
Closing Date
10 Mar 2026, 3:30 pmClosed
Chief Engineer, BARC, Visakhapatnam
BARC(V) Main campus, Gajuwaka- Yellamanchili Road, Maduturu Sub Post Office,Visakhapatnam-531011
External Development, Infrastructure and other miscellaneous works of Technical Laboratory Building-123 at BARC Campus, Atchutapuram, Visakhapatnam, A.P.
2026_BARC_894518_1
TL123ExternalDevelopment/207
Open Tender
Civil Works - Buildings
Item Rate
730 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹50.3 L
Atchutapuram,Visakhapatnam
7 Jul 2026
19 Jan 2026
18 Mar 2026
19 Jan 2026
10 Mar 2026
20 Feb 2026
19 Jan 2026 - 6 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1General Notes: 1) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items. 2) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river or Vamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metal of 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision) 3) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 4) The contractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete. 5) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area. 6) Fly ash based Portland Pozzolona Cement (PPC) shall only be used for all cement consuming items. | |||||
| 1.1 | 7) Manufacturer's Test certificate of cement which is procured from dealer/company is to be submitted for all cement related works by the contractor.
8) The Scope of works which are not included in any specific items but indicated in the document "General Scope of all works" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items.
9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials.
10) The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved.
11) The Tentative/Suggested makes have been specified in the tender document based on requirements of BARC, desired performance, detailed study of the technical parameters, manufacturing process, quality assurance/control & testing. The list is merely for guidance purpose. However, the bidder(s) can prefer any other make(s) which is/are meeting technical specifications given under Section-V, this schedule of Quantities (Schedule 'B') and shall conform to the technical Parameters/performance of the tentative/suggested makes and / or shall conform to the relevant BIS codes or other relevant codes. In case of non-approved makes(s), the bidders(s) shall suggest such equivalent/alternate make/brand, meeting above -mentioned technical parameters, during pre-bid stage and before submission of bid(s) | - | - | - | - |
| 2Earthwork excavation by mechanical means (Hydraulic excavator) /manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500mm thick, each layer well rammed and consolidated including disposing the surplus earth with in a distance of 200m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge | |||||
| 2.1 | From 0.00 to 1.50 m depth from Average Ground Level | 33,545 | cum | 1.25 | ₹41,931.25 |
| 2.2 | From 1.50 to 3.00 m depth from Average Ground Level | 13,398 | cum | 1.25 | ₹16,747.5 |
| 2.3 | From 3.00 to 4.50 m depth from Average Ground Level | 8,286 | cum | 1.25 | ₹10,357.5 |
| 2.4 | From 4.50 to 6.00 m depth from Average Ground Level | 2,626 | cum | 1.25 | ₹3,282.5 |
| 2.5 | From 6.00 to 7.50 m depth from Average Ground Level | 817 | cum | 1.25 | ₹1,021.25 |
| 3 | Filling of areas with readily available stacked gravel/ Murrum at BARC, in and around building, embankments etc., including loading, transporting with a lead upto 1000m, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 90% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.
Notes:
1. All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.
2. The rates are applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. . | 14,147 | Cum | 1.25 | ₹17,683.75 |
| 4 | Filling of areas with gravel brought from outside source in and around building, embankments etc., including loading, transporting, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 95% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.
Notes:
1. All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.
2. The rates are applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. . | 1,000 | Cum | 1.25 | ₹1,250 |
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