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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance 4863 DUKLI AGARTALA WEST TRIPURA PIN 799004 | WEST TRIPURA | TRIPURA | 799004 | ₹1.5 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHREE BAJRANG BALI CONTRACT COMPANY L1 |
|---|---|---|---|---|
| 1.00Construction of Deep Drilling and Development of 250 mm dia production Tube well (02 Nos) having depth upto 250 Metres BGL by using any suitable drilling method (Reverse/Direct/Dual Rotary) using Mud-Rotary Drilling Rig at different locations of WSS Kashirah (02 Nos.) in District Udhampur under JJM. | ||||
| 1.01 | Setting up of drilling site by way of shifting of requisite machinery and allied material after making proper approaches as per requirement at site (for the locations of each Tube well of 02 nos.Tubewells of the WSS mentioned above.) | 2 | Job | 70,000 ₹1,40,000 Lowest |
| 1.02 | Boring/drilling of gravel packed bore hole of 530 mm dia for accommodating 250 mm dia casing/strainer pipe in order to construct 250 mm dia tube well by suitable mud-rotary method (reverse/direct/dual) prescribed in IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipment tools plants and machineries required for the job (200 mtrs for each Tube well of 02 nos.Tubewells of the WSS mentioned above ), all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL | 400 | Mtr | 18,500 ₹74,00,000 Lowest |
| 1.03 | ii) From 200 to 250 mtrs BGL (50 mtrs. each for 02 nos.Tubewells of the WSS mentioned above) | 100 | Mtr | 20,000 ₹20,00,000 Lowest |
| 1.04 | Supplying, welding/assembling, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1 MM thickness liner assembly (BLIND) FE 410beveled ended M.S. casing pipe, conforming to IS: 4270 (for tube wells) of reputed & approved make, including painted with inside & outside surface with two coats of anti- corrosive paint of approved brand including handling, loading, unloading & transportation of M.S. Casing pipe BLIND upto location of tube well, as per direction of Engineer-in-charge. The cost also includes 3rd party inspection of M.S. casing Pipe from Govt. approved/designated agency.(220 mtrs. for each tubewell) | 440 | Mtr | 7,500 ₹33,00,000 Lowest |
| 1.05 | Supplying, welding, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1mm thickness liner assembly (SLOTTED) FE 410 bevelled ended M.S. casing pipe, conforming to IS: 4270 (for tube wells) of reputed & approved make, including painted with inside & outside surface with two coats of anti corrosive paint of approved brand including handling, loading, unloading & transportation of M.S. Casing pipe SLOTTED for 02 nos.Tubewells mentioned above , as per direction of Engineer-in-charge. The cost also includes 3rd party inspection of M.S. casing Pipe from Govt. approved/designated agency. (30 mtr for each tubewells of the WSS mentioned above) | 60 | Mtr | 9,000 ₹5,40,000 Lowest |
| 1.06 | Gravel packing in tube well construction in accordance with IS: 4097 of 1967 with latest amendments, including providing gravel fine/medium /coarse in required grading and sizes as per actual requirement, shrouding after lowering of liner assembly and during development of tube well all complete as per direction of Engineer-in-charge. (100 Cum for eachTubewell mentioned above ) to be paid as per actual | 200 | Cum | 4,000 ₹8,00,000 Lowest |
| 1.07 | Development and stabilization of tube well in accordance with IS: 2800 (part 1) and IS: 11189 to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till Well is fully developed measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method collecting water samples and getting tested in approved laboratory, including disinfection of tube well, all complete including required hire and labour charges of air compressor tools and accessories etc. Fabrication providing/fitting of steel supporting structure for clamping of tube well housing using two number parallel ISMB-250 of 5 mtr length each and M.S. angle 40 X 40 X 6 mm and M.S. plate 10 mm thick with 2 Nos. cement concrete blocks of size 1.00 mtr X 1.00 mtr 1 No. each of both ends. The job includes well capping after yield test in presence of the representative of the department. all, as per direction of Engineer-in-charge. (each for 02 nos.Tubewells of the WSS mentioned above.) | 2 | Job | 5,00,000 ₹10,00,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
20 Jul 2023, 6:00 pmClosed
office of the Chief Engineer, Jal Shakti (PHE) Dep
office of the Chief Engineer, Jal Shakti (PHE) Department, Jammu.
Construction of 250 mm Dia. Production Tube Wells by any suitable method (reverse/direct/dual rotary) using Mud-Rotary Drilling Rig for 01Water Supply Schemes (02 nos. Tube wells) of District Jammu of
2023_PHE_212560_1
e-NIT No. PHEJ/JJM/47 of 2023-24
Open Tender
Drilling Works
Item Rate
120 days
as per BOQ
As per tender documents
9 documents required · 9 mandatory
₹1,000
Chief Accounts Officer (CAO), Jal Shakti PHE Depar
₹1 L
office of the Chief Engineer, Jal Shakti (PHE) Dep
26 Jul 2023
17 May 2023
22 Jul 2023
17 May 2023
20 Jul 2023
20 May 2023
19 May 2023
Amount
Construction of Deep Drilling and Development of 250 mm dia production Tube well (02 Nos) having depth upto 250 Metres BGL by using any suitable drilling method (Reverse/Direct/Dual Rotary) using Mud-Rotary Drilling Rig at different locations of WSS Kashirah (02 Nos.) in District Udhampur under JJM.
Setting up of drilling site by way of shifting of requisite machinery and allied material after making proper approaches as per requirement at site (for the locations of each Tube well of 02 nos.Tubewells of the WSS mentioned above.)
Boring/drilling of gravel packed bore hole of 530 mm dia for accommodating 250 mm dia casing/strainer pipe in order to construct 250 mm dia tube well by suitable mud-rotary method (reverse/direct/dual) prescribed in IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipment tools plants and machineries required for the job (200 mtrs for each Tube well of 02 nos.Tubewells of the WSS mentioned above ), all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL
ii) From 200 to 250 mtrs BGL (50 mtrs. each for 02 nos.Tubewells of the WSS mentioned above)
Supplying, welding/assembling, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1 MM thickness liner assembly (BLIND) FE 410beveled ended M.S. casing pipe, conforming to IS: 4270 (for tube wells) of reputed & approved make, including painted with inside & outside surface with two coats of anti- corrosive paint of approved brand including handling, loading, unloading & transportation of M.S. Casing pipe BLIND upto location of tube well, as per direction of Engineer-in-charge. The cost also includes 3rd party inspection of M.S. casing Pipe from Govt. approved/designated agency.(220 mtrs. for each tubewell)
Supplying, welding, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1mm thickness liner assembly (SLOTTED) FE 410 bevelled ended M.S. casing pipe, conforming to IS: 4270 (for tube wells) of reputed & approved make, including painted with inside & outside surface with two coats of anti corrosive paint of approved brand including handling, loading, unloading & transportation of M.S. Casing pipe SLOTTED for 02 nos.Tubewells mentioned above , as per direction of Engineer-in-charge. The cost also includes 3rd party inspection of M.S. casing Pipe from Govt. approved/designated agency. (30 mtr for each tubewells of the WSS mentioned above)
Gravel packing in tube well construction in accordance with IS: 4097 of 1967 with latest amendments, including providing gravel fine/medium /coarse in required grading and sizes as per actual requirement, shrouding after lowering of liner assembly and during development of tube well all complete as per direction of Engineer-in-charge. (100 Cum for eachTubewell mentioned above ) to be paid as per actual
Development and stabilization of tube well in accordance with IS: 2800 (part 1) and IS: 11189 to establish maximum rate of usable water yield without sand content (beyond permissible limit) with required capacity air compressor, running the compressor for required time till Well is fully developed measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method collecting water samples and getting tested in approved laboratory, including disinfection of tube well, all complete including required hire and labour charges of air compressor tools and accessories etc. Fabrication providing/fitting of steel supporting structure for clamping of tube well housing using two number parallel ISMB-250 of 5 mtr length each and M.S. angle 40 X 40 X 6 mm and M.S. plate 10 mm thick with 2 Nos. cement concrete blocks of size 1.00 mtr X 1.00 mtr 1 No. each of both ends. The job includes well capping after yield test in presence of the representative of the department. all, as per direction of Engineer-in-charge. (each for 02 nos.Tubewells of the WSS mentioned above.)
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