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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC WARD NO 22 DADARKHURD DADAR NALA KORBA CG 495677 | KORBA | CHHATTISGARH | 495677 | ₹8.4 L Quoted ₹7.1 L | L1 | Accepted-AOC The work has been awarded to L1 Bidder |
| 2 | Rejected-Technical AT BHAGA NO 5 NEAR MAHAVIR ASTHAN PO BHAGA DHANBAD | BHAGA | DHANBAD | - | - | Rejected-Technical Due to L4 Bidder |
| 3 | Rejected-Technical B 71 VIKAS NAGAR COLONY NEAR GURUDWARA KUSMUNDA DIST KORBA C G 495454 | KORBA | CHHATTISGARH | 495454 | - | - | Rejected-Technical Due to L2 Bidder |
| 4 | Rejected-Technical HURUM GARHA DEWARIYA BARGAWA BHURKUNDA RAMGARH CANTT RAMGARH PIN 829106 JHARKHAND | RAMGARH | JHARKHAND | 829106 | - | - | Rejected-Technical Due to L3 Bidder |
Tender Value
₹14.7 L
EMD Value
₹18,400
Closing Date
5 Jun 2023, 5:00 pmClosed
General Manager (Civil), SECL, Gevra Area
Office of the General Manager (Civil) , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)
Repairing of damaged boundary wall at old Dipka substation (near L and T) bunker at Gevra Project of Gevra Area
2023_SECL_279888_1
SECL/GA/GM(C)/ETN/23-24/34 dt 22/05/2023
Open Tender
Civil Works - Others
Item Rate
60 days
Gevra Area
As per NIT
3 documents required · 3 mandatory
₹18,400
11 Aug 2023
24 May 2023
7 Jun 2023
24 May 2023
5 Jun 2023
25 May 2023
24 May 2023 - 29 May 2023
Amount
PART-A(Boundary wall portion)
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.
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 40 mm nominal size)
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): 3 graded stone aggregate 20 mm nominal size)
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) : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Cold twisted bars
Brick work in cement mortar 1:6 (1 cement : 6 coarse sand )with fly ash bricks of size 230x110x70mm & having crushing strength of 75 kg/sqcm to 100kg/sqcm as per the specification in superstructure above plinth level
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine 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.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
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.
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
PART-B GATE(size 4.50x1.80m)
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, 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)
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Total impact of GST for the purpose of CTC
M/s Yugesh Prasad Singh
SUNIL KUMAR
ANAND KUMAR
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