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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAdmitted-Finance | ₹6.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.3 Cr+₹73.8 L (11.2%)Admitted-Finance | ₹7.3 Cr+₹73.8 L (11.2%) | L2 | Admitted-Finance |
| 3 | L3₹8.4 Cr+₹1.8 Cr (26.7%)Admitted-Finance 4863 DUKLI AGARTALA WEST TRIPURA PIN 799004 | WEST TRIPURA | TRIPURA | 799004 | ₹8.4 Cr+₹1.8 Cr (26.7%) | L3 | Admitted-Finance |
| 4 | L4₹9.1 Cr+₹2.5 Cr (37.5%)Admitted-Finance BALAJI NAGAR UBASI BALAJI NAGAR UBASI JAYAL NAGAUR BALAJI NAGAR NAGAUR RAJASTHAN 341030 | NAGAUR | RAJASTHAN | 341030 | ₹9.1 Cr+₹2.5 Cr (37.5%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical II D 30 JAI NARYAN VYAS COLONY BIKANER BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | - | - | Rejected-Technical technically not qualified |
| Sl No | Description | Qty | Unit | GURNAM SINGH AND CO L1 | SHREE BALAJI CONSTRUCTION COMPANY L4 | M/s cee kay Traders L2 | M/S SHREE BAJRANG BALI CONTRACT COMPANY L3 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Deep Drilling and Development of 250 mm dia production Tube wells for 11 WSS (12 Nos Tube wells) having depth upto 300 Metres BGL each by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Rathana (250 mtrs.) (ii) WSS Parlah (300 mtrs.) (iii) WSS Dablehar (250 mtrs.) (iv) WSS Kalu Chak / RattnuChak (250 mtrs.) (v) WSS Bega Berai (300 mtrs.) (vi)WSS Mangal (300 mtrs.) (vii) WSS Chakroi -02 nos.(300 mtrs.) (viii) WSS Prithipur (250 mtrs.) (ix) WSS Pandorian (250 mtrs.) (x) WSS Khawas Khan (250 mtrs.) (xi) Satwari / Old Satwari (250 mtrs.) in Jammu District of Jammu province under JJM. (ID-3 of tender documents) | |||||||
| 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 12 nos.Tubewells mentioned above.) | 12 | Job | 50,000 ₹6,00,000 Lowest | 51,000 ₹6,12,000 | 1,00,000 ₹12,00,000 | 50,000 ₹6,00,000 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 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 12 nos.Tubewells mentioned above , all complete as per direction of Engineer-in-charge. i) From 0 to 200 mtr BGL | 2,400 | Mtr | 11,500 ₹2,76,00,000 Lowest | 16,500 ₹3,96,00,000 | 19,200 ₹4,60,80,000 | 15,000 ₹3,60,00,000 |
| 1.03 | ii) From 200 to 300 mtrs BGL ( 50 mtrs.each for 07 nos.Tubewell having 250 mtrs depth mentioned above and 100 mtrs.each for 05 nos.Tubewell having 300 mtrs depth mentioned above) | 850 | Mtr | 12,500 ₹1,06,25,000 | 17,500 ₹1,48,75,000 | 500 ₹4,25,000 Lowest | 16,000 ₹1,36,00,000 |
| 1.04 | Supplying, welding/assembling, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1 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. ( 220 mtrs for 07 nos.Tubewells having depth 250 mtr, 270mtrs for 05 nos.Tubewells having depth 300 mtr, as mentioned above ) | 2,890 | Mtr | 6,000 ₹1,73,40,000 | 8,000 ₹2,31,20,000 | 5,500 ₹1,58,95,000 Lowest | 7,500 ₹2,16,75,000 |
| 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 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 12 nos.Tubewells mentioned above ) | 360 | Mtr | 7,000 ₹25,20,000 | 9,500 ₹34,20,000 | 6,500 ₹23,40,000 Lowest | 9,000 ₹32,40,000 |
| 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 12 nos.Tubewells mentioned above ) | 480 | Cum | 4,000 ₹19,20,000 | 7,500 ₹36,00,000 | 3,000 ₹14,40,000 Lowest | 6,500 ₹31,20,000 |
| 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 12 nos.Tubewells mentioned above.) | 12 | Job | 4,50,000 ₹54,00,000 Lowest | 4,60,000 ₹55,20,000 | 5,00,000 ₹60,00,000 | 4,50,000 ₹54,00,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
13 Oct 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 Tube Wells by any suitable
2022_PHE_188413_3
e-NIT PHEJ/JJM/235 OF 2022-23
Open Tender
Drilling Works
Item Rate
140 days
as per BOQ
As per tender documents
10 documents required · 10 mandatory
₹1,000
CAO, Jal Shakti (PHE) Department Jammu
₹1 L
office chamber of the Chief Engineer, Jal Shakti (
25 Oct 2022
15 Sept 2022
15 Oct 2022
15 Sept 2022
13 Oct 2022
19 Sept 2022
17 Sept 2022
Amount
Construction of Deep Drilling and Development of 250 mm dia production Tube wells for 11 WSS (12 Nos Tube wells) having depth upto 300 Metres BGL each by using any suitable drilling method (Reverse/Direct/Dual) at different locations of (i) WSS Rathana (250 mtrs.) (ii) WSS Parlah (300 mtrs.) (iii) WSS Dablehar (250 mtrs.) (iv) WSS Kalu Chak / RattnuChak (250 mtrs.) (v) WSS Bega Berai (300 mtrs.) (vi)WSS Mangal (300 mtrs.) (vii) WSS Chakroi -02 nos.(300 mtrs.) (viii) WSS Prithipur (250 mtrs.) (ix) WSS Pandorian (250 mtrs.) (x) WSS Khawas Khan (250 mtrs.) (xi) Satwari / Old Satwari (250 mtrs.) in Jammu District of Jammu province under JJM. (ID-3 of tender documents)
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 12 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 12 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 ( 50 mtrs.each for 07 nos.Tubewell having 250 mtrs depth mentioned above and 100 mtrs.each for 05 nos.Tubewell having 300 mtrs depth 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. ( 220 mtrs for 07 nos.Tubewells having depth 250 mtr, 270mtrs for 05 nos.Tubewells having depth 300 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 upto location of 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 12 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 12 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 12 nos.Tubewells mentioned above.)
M/s cee kay Traders
M/S SHREE BAJRANG BALI CONTRACT COMPANY
SHREE BALAJI CONSTRUCTION COMPANY
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