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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance D 30 004 YOGI VAIBHAV YOGI NAGAR BORIVALI WEST MUMBAI 400092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹49 L (18.5%)Admitted-Finance BALAJI NAGAR UBASI BALAJI NAGAR UBASI JAYAL NAGAUR BALAJI NAGAR NAGAUR RAJASTHAN 341030 | NAGAUR | RAJASTHAN | 341030 | ₹3.1 Cr+₹49 L (18.5%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹55.8 L (21.1%)Admitted-Finance 1148 E SYKES EXTENSION KOLHAPUR 416001 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416001 | ₹3.2 Cr+₹55.8 L (21.1%) | L3 | Admitted-Finance |
| 4 | L4₹3.5 Cr+₹83.5 L (31.6%)Admitted-Finance | ₹3.5 Cr+₹83.5 L (31.6%) | L4 | Admitted-Finance |
| 5 | L5₹4.4 Cr+₹1.8 Cr (67.3%)Admitted-Finance | ₹4.4 Cr+₹1.8 Cr (67.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GURNAM SINGH AND CO L8 | JAI HIND ENTERPRISES L5 | Chenab Infrastructure Pvt. Ltd. L6 | VITRAG INFRA PROJECTS LLP L1 | M/s MAHENDRA SINGH CHOUDHARY CONTRACTOR L4 | SHREE BALAJI CONSTRUCTION COMPANY L2 | SAI CONSTRUCTIONS & R.D. SINGH & CO. (JV) L7 | Laxmi Civil Engineering Services Pvt Ltd L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Deep Drilling and Development of 250 mm dia production Tube well (06 Nos) of depth upto 200 Metres BGL by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Haripur Brahmana, Haripur Brahmana (200 mtr) (ii) Jagatpur, Jagatpur (250 mtr) (iii) WSS Kattal Brahmna, Kattal brahmna (200 mtr) (iv) WSS Khanpur, Khanpur (200 mtr) (v) WSS Khanwal, Chak Gopala (200 mtr) (vi) WSS Kishanpur, Kishanpur (250 mtr) in District Kathua 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 06 nos.Tubewells mentioned above.) | 6 | Job | 94,550 ₹5,67,300 | 55,000 ₹3,30,000 | 89,000 ₹5,34,000 | 50,000 ₹3,00,000 | 60,000 ₹3,60,000 | 50,000 ₹3,00,000 | 90,000 ₹5,40,000 | 12,000 ₹72,000 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 06 nos.Tubewells mentioned above , all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL | 1,200 | Mtr | 23,810 ₹2,85,72,000 | 15,500 ₹1,86,00,000 | 22,380 ₹2,68,56,000 | 12,000 ₹1,44,00,000 Lowest | 17,500 ₹2,10,00,000 | 16,000 ₹1,92,00,000 | 23,000 ₹2,76,00,000 | 17,000 ₹2,04,00,000 |
| 1.03 | ii) From 200 to 250 mtrs BGL (50 mtrs. each for 02 nos.Tubewells mentioned above having Depth 250 Mtr. ) | 100 | Mtr | 26,820 ₹26,82,000 | 17,000 ₹17,00,000 | 23,375 ₹23,37,500 | 13,000 ₹13,00,000 | 15,000 ₹15,00,000 | 2,000 ₹2,00,000 Lowest | 23,999 ₹23,99,900 | 2,300 ₹2,30,000 |
| 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 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. (170 mtrs for 04 Tubewells having depth 200 mtr and 220 mtrs for 02 Tubewells having depth 250 mtr as mentioned above ) | 1,120 | Mtr | 7,310 ₹81,87,200 | 6,000 ₹67,20,000 | 7,115 ₹79,68,800 | 6,000 ₹67,20,000 | 5,950 ₹66,64,000 Lowest | 6,000 ₹67,20,000 | 7,000 ₹78,40,000 | 6,600 ₹73,92,000 |
| 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 (30 Mtr. for each Tube well) for 06 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 mtrs each for 06 nos.Tubewells mentioned above ) | 180 | Mtr | 11,650 ₹20,97,000 | 75,000 ₹1,35,00,000 | 10,975 ₹19,75,500 | 7,000 ₹12,60,000 Lowest | 7,400 ₹13,32,000 | 7,000 ₹12,60,000 Lowest | 11,000 ₹19,80,000 | 7,500 ₹13,50,000 |
| 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. ( 40 Cum each for 06 nos.Tubewells mentioned above ) | 240 | Cum | 4,700 ₹11,28,000 | 3,500 ₹8,40,000 Lowest | 4,500 ₹10,80,000 | 4,000 ₹9,60,000 | 3,900 ₹9,36,000 | 4,000 ₹9,60,000 | 4,666 ₹11,19,840 | 4,500 ₹10,80,000 |
| 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 06 nos.Tubewells mentioned above.) | 6 | Job | 7,06,000 ₹42,36,000 | 4,25,000 ₹25,50,000 | 6,55,500 ₹39,33,000 | 2,50,000 ₹15,00,000 Lowest | 5,00,000 ₹30,00,000 | 4,50,000 ₹27,00,000 | 6,50,000 ₹39,00,000 | 2,50,000 ₹15,00,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
31 Jan 2023, 6:00 pmClosed
Chief Engineer, Jal Shakti (PHE) Depa
Chief Engineer, Jal Shakti (PHE) Depa
As per BOQ
2023_PHE_202598_3
e-NIT No. PHEJ/JJM/296
Open Tender
Drilling Works
Item Rate
130 days
As per BOQ
As per SBD
8 documents required · 8 mandatory
₹1,000
CAO Jal Shakti (PHE) Department Jammu
₹1 L
Office of Chief Engineer, Jal Shakti (PHE) Depa
9 Feb 2023
16 Jan 2023
1 Feb 2023
16 Jan 2023
31 Jan 2023
19 Jan 2023
18 Jan 2023
Amount
Construction of Deep Drilling and Development of 250 mm dia production Tube well (06 Nos) of depth upto 200 Metres BGL by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Haripur Brahmana, Haripur Brahmana (200 mtr) (ii) Jagatpur, Jagatpur (250 mtr) (iii) WSS Kattal Brahmna, Kattal brahmna (200 mtr) (iv) WSS Khanpur, Khanpur (200 mtr) (v) WSS Khanwal, Chak Gopala (200 mtr) (vi) WSS Kishanpur, Kishanpur (250 mtr) in District Kathua 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 06 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 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 06 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. each for 02 nos.Tubewells mentioned above having Depth 250 Mtr. )
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. (170 mtrs for 04 Tubewells having depth 200 mtr and 220 mtrs for 02 Tubewells having depth 250 mtr as mentioned above )
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 06 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 mtrs each for 06 nos.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. ( 40 Cum each for 06 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 06 nos.Tubewells mentioned above.)
SHREE BALAJI CONSTRUCTION COMPANY
Laxmi Civil Engineering Services Pvt Ltd
M/s MAHENDRA SINGH CHOUDHARY CONTRACTOR
JAI HIND ENTERPRISES
Chenab Infrastructure Pvt. Ltd.
SAI CONSTRUCTIONS & R.D. SINGH & CO. (JV)
GURNAM SINGH AND CO
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