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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹33.9 L+₹92,100 (2.79%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAHEEQ INFRATECH PRIVATE LIMITED L2 | SYEED NOORULLAH RAZVI L1 |
|---|---|---|---|---|---|
| 1.10 | Cost on account of hiring charges of Hydro geologist/Geologist by firm for ground water feasibility survey and subsequently furnishing of report to the department before construction of Well taken in hand by the firm. | 1 | Job | 22,000 ₹22,000 | 20,000 ₹20,000 Lowest |
| 1.20 | Drilling/boring of bore hole of 550 mm for casing/strainer pipe 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 90 m depth below ground.
All kinds of soils (Diameter of casing/strainer pipe = 300 mm) | 90 | Mtr | 12,500 ₹11,25,000 Lowest | 12,500 ₹11,25,000 Lowest |
| 1.30 | Drilling/boring of bore hole of 550 mm for casing/strainer pipe 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 beyond 90 m & upto 130 m depth below ground. (The Drilling depth may increase or decrease at the time of execution subject to physical conditions).
All kinds of soils (Diameter of casing/stariner pipe = 300 mm). | 40 | Mtr | 12,000 ₹4,80,000 | 10,000 ₹4,00,000 Lowest |
| 1.40 | 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. | 30 | Cum | 10,000 ₹3,00,000 | 9,500 ₹2,85,000 Lowest |
| 1.50 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric resistance welded) Fe 410 mild steel, screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270 of reputed and approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture including required hire and labor charges, fitting and accessories, all complete for all depths as per direction of Engineer-in-charge 300 mm nominal dia having minimum wall thickness 6.5 mm.
(The Length of the casing pipe may increase or decrease at the time of execution of work as per the approved Casing Diagram). | 90 | Mtr | 8,300 ₹7,47,000 | 8,250 ₹7,42,500 Lowest |
| 1.60 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric resistance welded) Fe 410 plain slotted (having slot size 1.6/3.2mm) mild steel threaded and socketed/plain bevel ended pipes (type A) of required dia, conforming to IS: 8110 of reputed and approved make having wall thickness not less than 6.50 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. 300 mm 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 | Mtr | 9,200 ₹3,68,000 Lowest | 9,500 ₹3,80,000 |
| 1.70 | 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 l/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 CC- Block. The CC-Block shall be laid of size (2x2x1) meter in M-15 Mix, excluding the annular Dia. 600 mm around well and sloping away from it to prevent contaminated water flowing back into it. 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 | 3,47,400 ₹3,47,400 Lowest |
Tender Value
₹3.4 L
EMD Value
₹1.0 L
Closing Date
12 Nov 2025, 11:00 amClosed
Ex. Engineer JSD PHE GWD Srinagar
Ex. Engineer JSD PHE GWD Srinagar, Bagi Ali Ali Marardan Khan Nowshera Srinagar
Water Supply Scheme Bumhama Kupwara (Construction of 01 No. Bore well)
2025_PHE_293830_1
e-NIT No 50 of 2025-26
Open Tender
Drilling Works
Item Rate
45 days
Bumhama Kupwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
Ex. Engineer JSD PHE GWD Srinagar
₹1.0 L
Yes
15 Nov 2025
31 Oct 2025
12 Nov 2025
31 Oct 2025
12 Nov 2025
31 Oct 2025
Amount
Cost on account of hiring charges of Hydro geologist/Geologist by firm for ground water feasibility survey and subsequently furnishing of report to the department before construction of Well taken in hand by the firm.
Drilling/boring of bore hole of 550 mm for casing/strainer pipe 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 90 m depth below ground. All kinds of soils (Diameter of casing/strainer pipe = 300 mm)
Drilling/boring of bore hole of 550 mm for casing/strainer pipe 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 beyond 90 m & upto 130 m depth below ground. (The Drilling depth may increase or decrease at the time of execution subject to physical conditions). All kinds of soils (Diameter of casing/stariner pipe = 300 mm).
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.
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric resistance welded) Fe 410 mild steel, screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270 of reputed and approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture including required hire and labor charges, fitting and accessories, all complete for all depths as per direction of Engineer-in-charge 300 mm nominal dia having minimum wall thickness 6.5 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 slot size 1.6/3.2mm) mild steel threaded and socketed/plain bevel ended pipes (type A) of required dia, conforming to IS: 8110 of reputed and approved make having wall thickness not less than 6.50 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. 300 mm 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 l/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 CC- Block. The CC-Block shall be laid of size (2x2x1) meter in M-15 Mix, excluding the annular Dia. 600 mm around well and sloping away from it to prevent contaminated water flowing back into it. 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.
RAHEEQ INFRATECH PRIVATE LIMITED (BID ID -2637558)
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