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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAdmitted-Finance | ₹4.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.3 Cr+₹47.5 L (9.78%)Admitted-Finance | ₹5.3 Cr+₹47.5 L (9.78%) | L2 | Admitted-Finance |
| 3 | L3₹5.4 Cr+₹53.7 L (11.1%)Admitted-Finance 1148 E SYKES EXTENSION KOLHAPUR 416001 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416001 | ₹5.4 Cr+₹53.7 L (11.1%) | L3 | Admitted-Finance |
| 4 | L4₹5.5 Cr+₹67.9 L (14.0%)Admitted-Finance D 30 004 YOGI VAIBHAV YOGI NAGAR BORIVALI WEST MUMBAI 400092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | ₹5.5 Cr+₹67.9 L (14.0%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GURNAM SINGH AND CO L1 | Laxmi Civil Engineering Services Pvt Ltd L3 | PRADEEP DESHMUKH L2 | VITRAG INFRA PROJECTS LLP L4 |
|---|---|---|---|---|---|---|---|
| 1.00Deep Drilling, Development of Tube well by Mud-Rotary Method (Reverse/Direct/Dual) at (i) WSS Mattoo (250 mtr.) (ii) WSS Geegrial (250 mtr.) (iii) WSS Pahariwala (250 mtr.) (iv) WSS Plattan (250 mtr.) (v ) WSS Dehrian(250 mtr.) (vi) WSS Lower Pallanwala (250 mtr.) (vii) WSS Taroti (250 mtr.) in Jammu District of Jammu province 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.) | 7 | Job | 75,000 ₹5,25,000 | 2,00,000 ₹14,00,000 | 65,000 ₹4,55,000 | 50,000 ₹3,50,000 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 07 nos.Tubewells mentioned above), all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL | 1,400 | Mtr | 18,000 ₹2,52,00,000 Lowest | 19,000 ₹2,66,00,000 | 19,900 ₹2,78,60,000 | 18,000 ₹2,52,00,000 Lowest |
| 1.03 | ii) From 200 to 250 mtrs BGL (50 mtrs. each for 07 nos.Tubewells mentioned above having Depth 250 Mtr., ) | 350 | Mtr | 19,000 ₹66,50,000 Lowest | 23,000 ₹80,50,000 | 21,800 ₹76,30,000 | 20,000 ₹70,00,000 |
| 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.( 220 mtrs for 07 tube wells as mentioned above ) | 1,540 | Mtr | 6,000 ₹92,40,000 Lowest | 6,600 ₹1,01,64,000 | 6,250 ₹96,25,000 | 8,500 ₹1,30,90,000 |
| 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 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.(30 mtrs each for 07 Tubewells as mentioned above ) | 210 | Mtr | 7,000 ₹14,70,000 Lowest | 9,000 ₹18,90,000 | 8,400 ₹17,64,000 | 9,000 ₹18,90,000 |
| 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.(70 Cum each for 07 nos.Tubewells mentioned above ) | 490 | Cum | 4,000 ₹19,60,000 Lowest | 4,000 ₹19,60,000 Lowest | 4,300 ₹21,07,000 | 9,500 ₹46,55,000 |
| 1.10 | Development and stabilization 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 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 07 nos.Tubewells mentioned above.) | 7 | Job | 5,00,000 ₹35,00,000 | 5,50,000 ₹38,50,000 | 5,50,000 ₹38,50,000 | 4,50,000 ₹31,50,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
13 Dec 2022, 6:00 pmClosed
office chamber of the Chief Engineer, Jal Shakti (
office chamber of the Chief Engineer, Jal Shakti (PHE) Department, Jammu
Construction of 250 mm Dia. Production Wells by any suitable method (Reverse/Direct/Dual Rotary) using Mud-Rotary Drilling Rig for 39 Water Supply Schemes of (41 no. Tube wells of Akhnoor region) of District Jammu of JAMMU Province under Jal Je
2022_PHE_197897_6
PHEJ/JJM/263 of 2022-23
Open Tender
Drilling Works
Item Rate
130 days
as per BOQ
Construction of 250 mm Dia. Production Wells by any suitable method (Reverse/Direct/Dual Rotary) using Mud-Rotary Drilling Rig for 39 Water Supply Schemes of (41 no. Tube wells of Akhnoor region) of District Jammu of JAMMU Province under Jal Je
9 documents required · 9 mandatory
₹1,000
Chief Accounts Officer (CAO), Jal Shakti PHE Depar
₹1 L
office chamber of the Chief Engineer, Jal Shakti (
21 Dec 2022
29 Nov 2022
14 Dec 2022
29 Nov 2022
13 Dec 2022
3 Dec 2022
2 Dec 2022
Amount
Deep Drilling, Development of Tube well by Mud-Rotary Method (Reverse/Direct/Dual) at (i) WSS Mattoo (250 mtr.) (ii) WSS Geegrial (250 mtr.) (iii) WSS Pahariwala (250 mtr.) (iv) WSS Plattan (250 mtr.) (v ) WSS Dehrian(250 mtr.) (vi) WSS Lower Pallanwala (250 mtr.) (vii) WSS Taroti (250 mtr.) in Jammu District of Jammu province 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 07 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 07 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 7.1mm 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.( 220 mtrs for 07 tube wells 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 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.(30 mtrs each for 07 Tubewells as 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 07 nos.Tubewells mentioned above )
Development and stabilization 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 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 07 nos.Tubewells mentioned above.)
PRADEEP DESHMUKH
Laxmi Civil Engineering Services Pvt Ltd
VITRAG INFRA PROJECTS LLP
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