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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.6 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹9.8 L+₹18,731.88 (1.95%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹9.9 L+₹34,520.56 (3.60%)Rejected-Finance | L-3 | Rejected-Finance L-3 |
Tender Value
₹9.6 L
EMD Value
₹12,000
Closing Date
13 Feb 2024, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Drilling and commissioning of 01 nos bore well all complete fitting along with pump house and laying pipeline near M road marked in plan at Dakaita rehab site under Rajmahal Area.
2024_ECL_300246_1
ECL/RJML/GM/AE(C)/23-24/772 Dt-02.02.2024
Open Tender
Civil Works - Others
Item Rate
45 days
Dakaita rehab site under Rajmahal Area.
Please refer Tender documents.
3 documents required · 3 mandatory
₹12,000
10 Jul 2024
2 Feb 2024
15 Feb 2024
2 Feb 2024
13 Feb 2024
3 Feb 2024
2 Feb 2024 - 6 Feb 2024
Amount
Item Description/ Heading
Labour for boring through any type of soil for sinking tube well of required dia. With top enlargement by rigboring system (either by reserve circulation or by direct rotary method) Including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arragement for water required for boring etc complete .Bore dia 150 mm with top enlargement of 300 mm dia. (upto 50 metre.) From 0.00 to 50.00 metre.
Labour for boring through any type of soil including rocky strata for sinking tube well of required dia. With top enlargement by rig boring system (either by reserve circulation or by direct rotary method) Including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arragement for water required for boring etc complete .Bore dia 150 mm with top enlargement of 300 mm dia. (upto 50 metre.) From 50.00 to 100.00 metre.
Labour for boring through any type of soil including rocky strata for sinking tube well of required dia. With top enlargement by rig boring system (either by reserve circulation or by direct rotary method) Including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arragement for water required for boring etc complete .Bore dia 150 mm with top enlargement of 300 mm dia. (upto 50 metre.) From 100.00 to 150.00 metre.
Labour for boring through any type of soil including rocky strata for sinking tube well of required dia. With top enlargement by rig boring system (either by reserve circulation or by direct rotary method) Including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arragement for water required for boring etc complete .Bore dia 150 mm with top enlargement of 300 mm dia. (upto 50 metre.) From 150.00 to 250.00 metre.
Development of tube well in accordance with IS: 2800 (part I) and IS: 11189 to establish maximum rate of usable water yield with out sand content (beyond premissible 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 sampless & 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.
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, includin hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 100mm norminal size dia.
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: 150mm 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. 150mm clamp.
Supplying of Nylon rope 25mm dia.
Supplying G.I pipes 50 mm dia nominal dia including fittings.
Lowering and commissioning of 7.5 HP Submersible pump in deep borewell with GI/ CPVC/PVC pipe including all accessories etc. complete inlcuding cost of labour but excluding cost of material and fittings (cost of pump, cable, PVC Pipe, Contol panel, hanging arrangement like wire/rope to be paid separately)
Supplying of 5 HP Submersible pump motor set (three phase 415 volt, 12 stage, speed of pump-2880 rpm) with Glass Noryl Polypropin impeller, stainless steel pump shaft, head-110 metre, discharge-2.5 litres per second. Suction casing-cast iron and of approved make as per direction of EIC.
Supplying of three phase/ 415 volt Starter Control Panel of approved make suitable for 5 HP submersible pump consisting of volt metre, ammeter, on/off switch, starter, single phase preventer, overload protection, water level guard, dry run protection, under current protection all complete as per direction of EIC.
Supplying of PVC insulated and PVC sheathed flat submersible cable with copper conductor, 3 core 10 sq.mm as per direction of EIC.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work:50 mm dia nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work:25 mm dia nominal bore
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 50 m. All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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 :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size )
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 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): 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
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
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work 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 in all shapes and sizes in : cement mortar 1:6 (1 cement : 6 coarse sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Brick on flat soling in required pattern with bricks of class designation 7.5 on a bed including filling joints with Jamuna sand with common burnt clay non modular bricks.
Total impact of GST for the purpose of CTC
Mohammad Tahir Husain
M.S. Construction
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_311012.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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