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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.5 LAdmitted-Finance 7 JASWANT NIWAS NAGBANI MACHHLIAN NAGBANI NAGABANI JAMMU JAMMU KASHMIR 181206 | JAMMU | JAMMU AND KASHMIR | 181206 | L1 | Admitted-Finance | |
| 2 | L2₹91.5 L+₹3.9 L (4.50%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹1.1 Cr+₹27.4 L (31.2%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical NON RESPONSIVE |
| Sl No | Description | Qty | Unit | SAI CONSTRUCTIONS L3 | Uttaranchal Borewell L2 | R D Singh and Co L1 |
|---|---|---|---|---|---|---|
| 1.00 | Setting up of drilling site by way of shifting of requisite machinery and allied material after making proper approaches as per requirement at site. | 1 | Job | 85,000 ₹85,000 | 84,000 ₹84,000 | 75,000 ₹75,000 Lowest |
| 2.00 | 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, all complete as per direction of Engineer-in-charge.
a) From 0 to 200 mtrs BGL | 200 | Mtr | 29,000 ₹58,00,000 | 20,000 ₹40,00,000 | 16,500 ₹33,00,000 Lowest |
| 3.00 | b) From 200 mtr to 300 mtr | 100 | mtr | 23,000 ₹23,00,000 | 19,000 ₹19,00,000 | 17,500 ₹17,50,000 Lowest |
| 4.00 | c) From 300 mtr to 350 mtr | 50 | mtr | 1 ₹50 Lowest | 3,000 ₹1,50,000 | 12,200 ₹6,10,000 |
| 5.00 | 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 410beveled 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. | 315 | Mtr | 6,000 ₹18,90,000 Lowest | 6,000 ₹18,90,000 Lowest | 6,000 ₹18,90,000 Lowest |
| 6.00 | Supplying, welding, lowering and fixing in vertical position in bore hole ERW (Electric Resistance Welded) 250 mm dia X 7.1 MM thickness liner assembly (SLOTTED) FE 410 beveled 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. | 35 | Mtr | 9,000 ₹3,15,000 | 7,000 ₹2,45,000 Lowest | 8,000 ₹2,80,000 |
| 7.00 | 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. | 100 | Cum | 5,000 ₹5,00,000 | 4,000 ₹4,00,000 Lowest | 4,000 ₹4,00,000 Lowest |
| 8.00 | Development & 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 departmental, as per direction of Engineer-in-charge. | 1 | Job | 6,00,000 ₹6,00,000 | 4,80,000 ₹4,80,000 | 4,50,000 ₹4,50,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
20 Jul 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER JAL SHAKTI (M) GW
EXECUTIVE ENGINEER JAL SHAKTI (M) GW
AS PER BOQ
2024_PHE_252330_1
e- NIT No GWD/22 of 2024-25
Open Tender
Drilling Works
Item Rate
90 days
AS PER BOQ
AS PER SBD
7 documents required · 7 mandatory
₹2,000
EXECUTIVE ENGINEER JAL SHAKTI (M) GW
₹2.1 L
Yes
OFFICE OF THE EXECUTIVE ENGINEER JAL SHAKTI (M) GW
29 Jul 2024
6 Jul 2024
22 Jul 2024
6 Jul 2024
20 Jul 2024
8 Jul 2024
8 Jul 2024
Amount
Setting up of drilling site by way of shifting of requisite machinery and allied material after making proper approaches as per requirement at site.
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, all complete as per direction of Engineer-in-charge. a) From 0 to 200 mtrs BGL
b) From 200 mtr to 300 mtr
c) From 300 mtr to 350 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 410beveled 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 7.1 MM thickness liner assembly (SLOTTED) FE 410 beveled 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.
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.
Development & 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 departmental, as per direction of Engineer-in-charge.
Uttaranchal Borewell
SAI CONSTRUCTIONS
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