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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC AT PO NEW COLONY KUJU COLLIERY KUJU DISTT RAMGARH JHARKHAND | KUJU | RAMGARH | JHARKHAND | 825316 | L1 | Accepted-AOC Technically and financially eligible L1 Bidder | |
| 2 | L2₹11.9 L+₹26,041.15 (2.25%)Rejected-Finance WARD NO 12 AMRAIYA CHOWK KORBA CG 495677 | KORBA | KORBA | CHHATTISGARH | 495677 | L2 | Rejected-Finance Not L1 Bidder | |
| 3 | L3₹12.2 L+₹64,987.25 (5.60%)Rejected-Finance WARD NO 22 DADARKHUD DADAR NALA KORBA CG | KORBA | KORBA | CHHATTISGARH | L3 | Rejected-Finance Not L1 Bidder | |
| 4 | L4₹12.5 L+₹90,846.90 (7.83%)Rejected-Finance MIG 1 22 R S S NAGAR KORBA CG 495677 | KORBA | CHHATTISGARH | 495677 | L4 | Rejected-Finance Not L1 Bidder | |
| 5 | L5₹14.0 L+₹2.4 L (20.6%)Rejected-Finance BEHIND OF PAWAN TAKIES ROAD KORBA CG 495678 | KORBA | KORBA | CHHATTISGARH | 495678 | L5 | Rejected-Finance Not L1 Bidder |
Tender Value
₹24.2 L
EMD Value
₹30,300
Closing Date
1 Jun 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
STAFF OFFICER (CIVIL) KORBA AREA
Office of the General Manager, South Eastern Coalfields Limited, CIVIL DEPARTMENT, KORBA AREA KORBA- 495 677(CG), Mo-9425533108/ 7587390644
Providing temporary G.I. sheet roofing for Record Rooms at AHQ, Korba Area.
2024_SECL_308483_1
SECL/GM/KA/C/e-Tender/24-25/23 dt. 18.05.2024
Open Tender
Civil Works - Others
Item Rate
45 days
Office of the General Manager, Korba Area, SECL
As per NIT.
3 documents required · 3 mandatory
₹30,300
26 Sept 2024
21 May 2024
3 Jun 2024
22 May 2024
1 Jun 2024
22 May 2024
22 May 2024 - 25 May 2024
Amount
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 up to 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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size)
Brick work with Fly ash brick of class designation 35 in Foundation and plinth : In Cement mortar 1:6 (1 cement : 6 coarse sand)
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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. Thermo-Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
Brick work with Fly ash brick of class designation 35 in superstructure : In Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster: 1:6 (1 cement : 6 fine sand)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
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.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
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 up to 1.5 m.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil
Carriage of materials by mechanical transport including loading, unloading and stacking. Earth Lead 2.00 KM.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Providing, hoisting and fixing above plinth level up to floor five level precastreinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including thecost of required centering, shuttering but , excluding cost of 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).
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared
Trimming the trees by cutting the branches and disposal of the same out side the building campus as per the instructions of the EIC.
Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
Total impact of GST for the purpose of CTC
SHRIVASTAV ASSOCIATES
MK Associates
Aman Construction
SATPAL SHARMA
Shree Balajee Construction
MAA ASHA VENTURES
techsummary_319849.pdf
PDF • 0.11 MB
finsummary_319849.pdf
PDF • 0.11 MB
WO_376.pdf
PDF • 3.09 MB
BOQ Comparative Chart
xlsx • 0.01 MB
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