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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹30.0 L (19.6%)Admitted-Finance | ₹1.8 Cr+₹30.0 L (19.6%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jay Pee and Sons L2 | GURNAM SINGH AND CO L1 |
|---|---|---|---|---|---|
| 1.00Construction of Deep Drilling and Development of 250 mm dia production Tube well (02 Nos) by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Mawa Karora (250 mtr) (ii) WSS Nawa Khoo, Badgal (250 mtr) in District Jammu 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 mentioned above.) | 2 | Job | 1,50,000 ₹3,00,000 | 1,00,000 ₹2,00,000 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 02 nos.Tubewells mentioned above , all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL | 400 | Mtr | 24,200 ₹96,80,000 | 20,000 ₹80,00,000 Lowest |
| 1.03 | ii) From 200 to 250 mtrs BGL (50 mtrs for 02 tubewells mentioned above) | 100 | Mtr | 25,200 ₹25,20,000 | 20,000 ₹20,00,000 Lowest |
| 1.05 | 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 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. | 440 | Mtr | 6,500 ₹28,60,000 | 6,000 ₹26,40,000 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 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 mentioned above) | 60 | Mtr | 9,800 ₹5,88,000 | 9,200 ₹5,52,000 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. (70 Cum each for 02 nos.Tubewells mentioned above ) | 140 | Cum | 6,500 ₹9,10,000 | 5,000 ₹7,00,000 Lowest |
| 1.08 | 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 02nos.Tubewells mentioned above.) | 2 | Job | 7,15,000 ₹14,30,000 | 6,00,000 ₹12,00,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
16 Oct 2023, 6:00 pmClosed
CHIEF ENGINEER JAL SHAKTI (PHE) DEPARTMENT JAMMU
CHIEF ENGINEER JAL SHAKTI (PHE) DEPARTMENT JAMMU
AS PER BOQ
2023_PHE_231661_2
e-NIT No. PHEJ/JJM/107 of 2023-24
Open Tender
Drilling Works
Item Rate
120 days
AS PER BOQ
AS PER SBD
8 documents required · 8 mandatory
₹1,000
CAO JAL SHAKTI (PHE) DEPARTMENT JAMMU
₹1 L
OFFICE OF THE CHIEF ENGINEER JAL SHAKTI (PHE) DEPA
19 Oct 2023
30 Sept 2023
17 Oct 2023
30 Sept 2023
16 Oct 2023
4 Oct 2023
3 Oct 2023
Amount
Construction of Deep Drilling and Development of 250 mm dia production Tube well (02 Nos) by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Mawa Karora (250 mtr) (ii) WSS Nawa Khoo, Badgal (250 mtr) in District Jammu 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 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 02 nos.Tubewells 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 for 02 tubewells 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 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 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 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. (70 Cum each for 02 nos.Tubewells mentioned above )
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 02nos.Tubewells mentioned above.)
Jay Pee and Sons
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