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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAdmitted-Finance | ₹34.3 L | L1 | Admitted-Finance |
| 2 | L2₹37.0 LAdmitted-Finance | ₹37.0 L | L2 | Admitted-Finance |
| 3 | L3₹39.0 LAdmitted-Finance | ₹39.0 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | m/s tokutochophy L2 | aarav enterprises L3 | UBS CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART-I (WATER SUPPLY SCHEME AT COB BHANDARI) | ||||||
| 1.01 | M/L for carrying out Geo physical survey for ground water exploration for electrical resistivity technique at different location spread at suitable intervals to find out delineation of lithological features of area thickness of layers and most favoragle site for ground water strata based on geo-logical parameters and deposition of sub surface formation aquifer upto the depth of 200 Mtrs and submit a detailed report in regards (02 spot in each location) | 1 | Job | 2,00,000 ₹2 L | 2,05,000 ₹2.0 L | 1,80,000 ₹1.8 L |
| 1.02 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All type of soil, 300 mm dia | 90 | Metre | 4,500 ₹4.0 L | 4,550 ₹4.1 L | 4,200 ₹3.8 L |
| 1.03 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders, 300 mm dia | 120 | Mtr | 1,800 ₹2.2 L | 1,700 ₹2.0 L | 1,750 ₹2.1 L |
| 1.04 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 6.99 | cum | 1,200 ₹8,388 | 1,500 ₹10,485 | 1,000 ₹6,990 |
| 1.05 | 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 & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.00 mm | 140 | Metre | 4,000 ₹5.6 L | 4,500 ₹6.3 L | 3,500 ₹4.9 L |
| 1.06 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia. | 70 | Metre | 2,200 ₹1.5 L | 2,250 ₹1.6 L | 2,000 ₹1.4 L |
| 1.07 | Development of tube well in accordance with IS : 2800 (part I) 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 & getting tested in
approved laboratory, i/c disinfection of tubewell, all complete, including
hire & labour charges of air compressor, tools & accessories etc.,
all as per requirement and direction of Engineer-in-charge. | 12 | hour | 1,700 ₹20,400 | 1,800 ₹21,600 | 1,500 ₹18,000 |
| 1.08 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia. | 1 | Nos | 500 ₹500 | 450 ₹450 | 500 ₹500 |
| 1.09 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp. | 2 | Nos | 3,200 ₹6,400 | 3,300 ₹6,600 | 3,000 ₹6,000 |
Tender Value
₹32.7 L
EMD Value
₹65,400
Closing Date
18 Mar 2026, 11:00 amClosed
SO1 (Wks), HQ 5 Sect AR
SO1 (Wks), HQ 5 Sect AR, C/o 99 APO
Provision of Water Supply Scheme at COB Bhandari of 45 Assam Rifles.
2026_ARMHA_900725_1
VIII.28028/45 AR/WSS/Engr/2026-27/01
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
365 days
COB Bhandari
As per tender documents
2 documents required · 2 mandatory
₹1,000
Yes
SO1 (Wks) HQ 5 Sect AR
₹65,400
28 Apr 2026
27 Feb 2026
19 Mar 2026
27 Feb 2026
18 Mar 2026
27 Feb 2026
27 Feb 2026 - 18 Mar 2026
SCHEDULE ‘A’ PART-I (WATER SUPPLY SCHEME AT COB BHANDARI)
M/L for carrying out Geo physical survey for ground water exploration for electrical resistivity technique at different location spread at suitable intervals to find out delineation of lithological features of area thickness of layers and most favoragle site for ground water strata based on geo-logical parameters and deposition of sub surface formation aquifer upto the depth of 200 Mtrs and submit a detailed report in regards (02 spot in each location)
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All type of soil, 300 mm dia
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Rocky strata including Boulders, 300 mm dia
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, 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 & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.00 mm
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia.
Development of tube well in accordance with IS : 2800 (part I) 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 & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia.
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp.
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).300 mm dia
Supply and Anchoring of 8 mm steel rope of 3 mm having PVC Sleeve above the steel rope for anchoring of submersible pump complete anchoring into the tubewell securely etc complete as directed by E-I-C.
Supply and installation of submerisble pump starter unit with necessary connected items as per Manufacturer Instrs. To be run the pump capacity upto 5 HP Submerisble pump (Make : Kirloskar, Havells, Seimens)
Supply and fixing 4 sqmm 3 core copper flat cable copper cable weather proof suitable for submersible including necessary connected items as per siter requirement will be provided as per direction of Engr-In-Charge (Make : Havells/finolex/Polycab)
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.40 mm dia nominal bore metre (Borewell down pipe)
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 40 mm dia nominal bore metre
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 20 mm dia nominal bore metre
Providing and fixing gun metal non- return valve of approved quality (screwed end) :40 mm dia bore Horizontal
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore.
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore.
Providing and fixing of Brass float valve 40 mm with ball with fittings complete
Supply and fixing IRP-MS Vessel 5000 LPH Complete ISO approvaed Chlorine/Alum dozer and oxidation chamber etc complete with foundation PCC base with pumping arrangement. (Make : Aqua solution/Zeolite/ION Exchange/ J&K Groups or equivalent)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (Make : Sintex, Rotax, Tusker, Qutone or equivalent)
Supply and installation and commissioning of 2 HP Single phase DOL Starter complete ( Make : Havells, L&T, Legrand, Seimens)
Supply and installation and commissioning of 3 HP three phase DOL Starter complete ( Make : Havells, L&T, Legrand, Seimens)
Providing by pass arrangement for connecting of 3 HP 3 Phase and 2 HP Single phase motor complete incl necessary welding works pump shed etc all as specified and directed by EIC.
SCHEDULE ‘A’ PART-II (PCC PLATFORM OF PVC WATER STORAGE TANK)
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Supplying and Laying, spreading and compacting stone aggregate of specified sizes. 90 mm to 45 mm size stone aggregate.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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