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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹39.4 L (16.2%)Admitted-Finance | ₹2.8 Cr+₹39.4 L (16.2%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GURNAM SINGH AND CO L2 | Uttaranchal Borewell L1 |
|---|---|---|---|---|---|
| 1.00Construction of Deep Drilling and Development of 250 mm dia production Tube well (03 Nos 300 mtr each) by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Matkani (ii) Bari Shah Da Talab (iii) WSS Khara in District Samba 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 03 nos.Tubewells mentioned above.) | 3 | Job | 1,50,000 ₹4,50,000 | 84,000 ₹2,52,000 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 250mm 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 03 nos.Tubewells mentioned above , all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL | 600 | Mtr | 21,000 ₹1,26,00,000 | 19,000 ₹1,14,00,000 Lowest |
| 1.03 | ii) From 200 to 300 mtrs BGL (100 mtrs for each tubewells mentioned above) | 300 | Mtr | 22,000 ₹66,00,000 | 15,000 ₹45,00,000 Lowest |
| 1.04 | Supplying, welding/assembling, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1mm thickness liner assembly (BLIND) 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 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. | 810 | Mtr | 6,000 ₹48,60,000 Lowest | 6,000 ₹48,60,000 Lowest |
| 1.06 | 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 (30 Mtr. for each Tube well) for 03 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. | 90 | Mtr | 9,200 ₹8,28,000 | 9,000 ₹8,10,000 Lowest |
| 1.07 | 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. (80 Cum each for 03 nos.Tubewells mentioned above ) | 240 | Cum | 4,500 ₹10,80,000 | 4,000 ₹9,60,000 Lowest |
| 1.08 | Development to 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 then stabilization of tubewell by VT Pump/Submersible pump set and 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 departmental, as per direction of Engineer-in-charge. | 3 | Job | 6,00,000 ₹18,00,000 | 5,00,000 ₹15,00,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
18 Sept 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 06 Water Supply Schemes (07 nos. Tube wells) of District Samba
2023_PHE_228548_2
e-NIT No. PHEJ/JJM/95 of 2023-24
Open Tender
Drilling Works
Item Rate
130 days
as per BOQ
As per tender documents
7 documents required · 7 mandatory
₹1,000
Chief Accounts Officer (CAO), Jal Shakti PHE Depar
₹1 L
office of the Chief Engineer, Jal Shakti (PHE) Dep
21 Sept 2023
2 Sept 2023
19 Sept 2023
2 Sept 2023
18 Sept 2023
4 Sept 2023
4 Sept 2023
Amount
Construction of Deep Drilling and Development of 250 mm dia production Tube well (03 Nos 300 mtr each) by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Matkani (ii) Bari Shah Da Talab (iii) WSS Khara in District Samba 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 03 nos.Tubewells 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 250mm 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 03 nos.Tubewells mentioned above , all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL
ii) From 200 to 300 mtrs BGL (100 mtrs for each tubewells mentioned above)
Supplying, welding/assembling, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1mm thickness liner assembly (BLIND) 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 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.
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 (30 Mtr. for each Tube well) for 03 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.
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. (80 Cum each for 03 nos.Tubewells mentioned above )
Development to 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 then stabilization of tubewell by VT Pump/Submersible pump set and 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 departmental, as per direction of Engineer-in-charge.
GURNAM SINGH AND CO
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