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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹40.1 L+₹1.6 L (4.22%)Admitted-Finance 4863 DUKLI AGARTALA WEST TRIPURA PIN 799004 | WEST TRIPURA | TRIPURA | 799004 | L2 | Admitted-Finance | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S SHREE BAJRANG BALI CONTRACT COMPANY L2 | SYEED NOORULLAH RAZVI L1 |
|---|---|---|---|---|---|
| 1.00 | Cost on account of Hiring charges of hydrogeologist by firm for ground water feasibility survey and furnishing of geologist report to the department. The also includes resistivity test by lates equipment for identifying site and subsequently furnishing of report to the department before execution of work. | 1 | Job | 50,000 ₹50,000 | 35,000 ₹35,000 Lowest |
| 2.00 | Boring /Drilling bore well of 550mm dia. by suitable method 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 upto 90m depth below ground level in all kinds of soil. | 90 | m | 13,000 ₹11,70,000 | 12,000 ₹10,80,000 Lowest |
| 3.00 | Boring /Drilling bore well of 550mm dia. by suitable method 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 from 90m to 150m depth in all kinds of soil.
(The drilling depth may increase or decrease at the time of execution subject to physical conditions). | 60 | m | 13,500 ₹8,10,000 | 13,000 ₹7,80,000 Lowest |
| 4.00 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/coarse in required grading and sizes as per actual requirement all complete as per direction of Engineer in-charge.
Size of pea gravel : 1.6 to 4.8mm
Grade: B Fine Gravel
Pea gravel supplied shall be thoroughly washed, graded | 35 | cum | 10,000 ₹3,50,000 | 9,500 ₹3,32,500 Lowest |
| 5.00 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded)FE 410 mild steel plain beveled ended casing pipes of required dia, conforming to IS: 4270 of reputed & approved make, including painted with outside surface with two coats, of anticorrosive paint of approved brand and manufacture including required hire &labour charges, fitting and accessories, all complete for all depths, as per direction of Engineer-in charge 250mm nominal dia having minimum wall thickness 6.4 mm.
(The length of the casing pipe may increase or decrease at the time of execution of work as per the approved Casing Diagram). | 110 | m | 8,000 ₹8,80,000 Lowest | 8,000 ₹8,80,000 Lowest |
| 6.00 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded)FE 410 plain slotted (having lot of size 1.6/3.2 mm)mild steel threaded and socketed/plain bevel ended pipes (type-A) of required dia, conforming to IS:8110, of reputed & approved make having wall thickness not less than 6.4 mm including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture including required hire and labour charges fitting and accessories, all complete for all depths as per direction of Engineer in-charge.
250 nominal size dia.
(The length of the casing pipe may increase or decrease at the time of execution of work as per the approved Casing Diagram). | 40 | m | 10,000 ₹4,00,000 | 8,500 ₹3,40,000 Lowest |
| 7.00 | Development 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 ruing 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 and draw down etc. by step draw down method collecting water sample & getting tested in approved laboratory I/c disinfection of tube well all complete including required hire and labour charges of air compressor tools and accessories etc. all as per direction of Engineer In-charge. The grouting and sealing of tube well has to be done to ensure safe sanitary conditions. The well casing shall be anchored with ISMC-150 and PCC-Block having size 2mx2mx1m. The casing pipe has to be anchored by welding ISMC-150 steel bracing of 2 – meters length each (04 no. bracings or channels) with cleats and sufficient welding area, bracing embedded with the CC- Block as per the directions of the site Engineer. | 1 | job | 3,50,000 ₹3,50,000 Lowest | 4,00,000 ₹4,00,000 |
Tender Value
₹3.7 Cr
EMD Value
₹74,000
Closing Date
23 Oct 2024, 2:00 pmClosed
Executive Engineer PHE Ground Water Division Srg
Executive Engineer PHE Ground Water Division Srg Bagh Al Mardan Nowshar Srinagar
Construction of 01 No. 250 Nominal Dia Casing Gravel Packed Production Tube Wells for existing Water Supply Scheme Takanwari Srinagar.
2024_PHE_257790_3
E. NIT No.21/JS-PHE/GWDS/Mech. of 2024-25
Open Tender
Drilling Works
Item Rate
45 days
Takinwari Srinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
Executive Engineer PHE Ground Water Division Srg
₹74,000
Yes
24 Oct 2024
19 Sept 2024
24 Oct 2024
19 Sept 2024
23 Oct 2024
19 Sept 2024
Amount
Cost on account of Hiring charges of hydrogeologist by firm for ground water feasibility survey and furnishing of geologist report to the department. The also includes resistivity test by lates equipment for identifying site and subsequently furnishing of report to the department before execution of work.
Boring /Drilling bore well of 550mm dia. by suitable method 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 upto 90m depth below ground level in all kinds of soil.
Boring /Drilling bore well of 550mm dia. by suitable method 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 from 90m to 150m depth in all kinds of soil. (The drilling depth may increase or decrease at the time of execution subject to physical conditions).
Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/coarse in required grading and sizes as per actual requirement all complete as per direction of Engineer in-charge. Size of pea gravel : 1.6 to 4.8mm Grade: B Fine Gravel Pea gravel supplied shall be thoroughly washed, graded
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded)FE 410 mild steel plain beveled ended casing pipes of required dia, conforming to IS: 4270 of reputed & approved make, including painted with outside surface with two coats, of anticorrosive paint of approved brand and manufacture including required hire &labour charges, fitting and accessories, all complete for all depths, as per direction of Engineer-in charge 250mm nominal dia having minimum wall thickness 6.4 mm. (The length of the casing pipe may increase or decrease at the time of execution of work as per the approved Casing Diagram).
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded)FE 410 plain slotted (having lot of size 1.6/3.2 mm)mild steel threaded and socketed/plain bevel ended pipes (type-A) of required dia, conforming to IS:8110, of reputed & approved make having wall thickness not less than 6.4 mm including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture including required hire and labour charges fitting and accessories, all complete for all depths as per direction of Engineer in-charge. 250 nominal size dia. (The length of the casing pipe may increase or decrease at the time of execution of work as per the approved Casing Diagram).
Development 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 ruing 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 and draw down etc. by step draw down method collecting water sample & getting tested in approved laboratory I/c disinfection of tube well all complete including required hire and labour charges of air compressor tools and accessories etc. all as per direction of Engineer In-charge. The grouting and sealing of tube well has to be done to ensure safe sanitary conditions. The well casing shall be anchored with ISMC-150 and PCC-Block having size 2mx2mx1m. The casing pipe has to be anchored by welding ISMC-150 steel bracing of 2 – meters length each (04 no. bracings or channels) with cleats and sufficient welding area, bracing embedded with the CC- Block as per the directions of the site Engineer.
M/S SHREE BAJRANG BALI CONTRACT COMPANY
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