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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.5 LAccepted-Finance | ₹94.5 L | L1 | Accepted-Finance BEC |
| 2 | L2₹1.0 CrRejected-Finance CINNAMARA JORHAT | JORHAT | JORHAT | ₹1.0 Cr | L2 | Rejected-Finance BEC |
| 3 | Rejected-Technical | - | - | Rejected-Technical BEC decide |
| 4 | Rejected-Technical | - | - | Rejected-Technical BEC decide |
| Sl No | Description | Qty | Unit | RAJU GOSWAMI L1 | Radiant Engineering Company L2 |
|---|---|---|---|---|---|
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mAll kinds of soil. | 25.44 | Cum | 280 ₹7,123.20 | 329.87 ₹8,391.89 |
| 1.02 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. | 31.76 | Cum, | 2,200 ₹69,872 | 2,485.38 ₹78,935.67 |
| 1.03 | 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) | 1.2 | Cum | 7,000 ₹8,400 | 8,469.92 ₹10,163.90 |
| 1.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.16 | MT | 8,000 ₹57,280 | 9,618.6 ₹68,869.18 |
| 1.05 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.72 | cum | 10,000 ₹27,200 | 11,712.8 ₹31,858.82 |
| 1.06 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.2 | Metre | 10,000 ₹52,000 | 12,327.2 ₹64,101.44 |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete | 27.2 | MT | 100 ₹2,720 | 354.14 ₹9,632.61 |
| 1.08 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 34.56 | Cum, | 200 ₹6,912 | 699.6 ₹24,178.18 |
| 1.09 | Columns, Pillars, Piers, Abutments, Posts and Struts | 43.2 | Cum | 300 ₹12,960 | 924.88 ₹39,954.82 |
| 1.10 | Suspended floors, roofs, landings, balconies and access platform | 57.72 | MT | 700 ₹40,404 | 881.53 ₹50,881.91 |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
29 Jan 2026, 12:00 pmClosed
Chairman Barpeta Municipal Board Barpeta
BMB
Construction of Drinking Water Booth including maintenance for One Year under the Tied Grant
2026_UDD_50080_1
NIT NO 18-2025-26
Open Tender
Civil Works
180 days
BMB
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,500
Yes
₹2.1 L
Yes
9 Feb 2026
8 Jan 2026
29 Jan 2026
8 Jan 2026
29 Jan 2026
9 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mAll kinds of soil.
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level/above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of 1:4 (1 cement: 4 fine sand)
Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement
Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. Marble tiles (polished) Raj Nagar 8 mm thick
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing, fitting and fixing anodised aluminuim framed glazed doors with anodised aluminium frame made of 63mm x 38mm x 2.5mm section of approved brand with door style of size 50mm x 45mm x 2.0mm, top rails 50mm x 45mm x 2.5mm, middle rail 100mm x 45mm x 2mm and bottom rails 100mm x 45mm x 2.5mm fitted with glazing clip, special type rubber gasket complete including hydraulic floor spring, pivot, tower bolt in each leaf, aluminium door handle, lock, angles, cleat etc complete as specified and directed by the department at all levels. (v) 5 mm clear glass
Providing, fitting and fixing anodised aluminium partition walls of standard sections of approved brand, joints mitred and welded (manufactured to relevant I.S. specification) and providing and fitting angle cleat, rubber gasket, bolting device screws etc. at all levels. (vi) 5 mm clear glass
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works50 x 50 mm angle
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.
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 types of soil 300 mm dia
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
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 EIC. 150 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.150 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: 150 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. 150 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). 150 mm dia.
Supplying installing in to the 200 mm / 165 mm nominal dia submersible motor pump set pump capable to discharge 0.70 LPS against a total head up to 70 mtrs of Kirlosker/Jyoti/KSB make as per IS 1520/1980 coupled with 220V, single phase, 50Hz AC and wet type winded submersible motor, including cost of 32 mm dia GM full way wheel valve 32mm dia NR valve heavy type MS clamps-2 Nos etc per requirment, all complete as per direction of EIC
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm nominal dia Pipes.
Supplying installing and commissioning of panel board suitable for motor pump set having Voltmeter, ammeter, phase indicating lamps, starters, main switch fuses inter connection in the panel board including cost of wires etc all complete job as per specification and direction of EIC
Cost of PVC insulated copper submersible cable (2.5 sq mm x 3 core) of finolex or equivalent make including lowering and making water proof joints including all taxes and transportation to work site etc as per specification and direction EIC
Supplying and commissioning of 5 KVA servo stabilizer of sen & Pandit or pagaria or approved equivalent make (Range 90 V-300 V) single phase with cable, change over switch for submersible pump etc all complete as per specification and direction of EIC
Supplying and commissioning and fitting per enamalated 3 core 6 sqmm aluminum service wire from pole to the panel board including cost of wires etc and stretching charges all complete job.
Earthing with copper earth plate 600 mm x 600 mm x 3mm thick including accessories and providing masonry enclosure with cover plate having loaking arrangement and watering pipe etc as required salt charcol for GI of copper plate earth electrode as required
Supplying fitting & commissioning of automatic electronic sensor device to stop the motor at the time of over flow of water from over head tamk etc and when the water level in bore well goes down the specified depth.
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.
Providing 32 mm dia GI elbow confirming IS specification including cost of all material labour jointing material all complete job
Supply and fixing GI Reducing tee plain 32 mm dia
Cost of Machineries including installation and Commissioning Rs.17,46,742.00 (This amount Not to be changed by the Bidders in BOQ)
O&M (Including Electricity Bill) for 1 year Rs.1,25,022.00 (This amount Not to be changed by the Bidders in BOQ)
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