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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹48.0 L
EMD Value
₹96,100
Closing Date
13 Jan 2022, 6:00 pmClosed
Executive Engineer (Civil) Indore
O/o The Executive Engineer (Civil), BSNL Civil Division Indore, I st Floor Meghdoot Park Telephone Exchange building, Indore
Construction of open shed over the transformer and electric panels and other foundation works for trenches DG foundation and transformer foundation for UNMS works under NFS projects at Mhow Distt Indore
2022_BSNL_100793_1
NIT07 2021 22 DG Foundation for NFS work at Mhow
Open Tender
Civil Works
Works
60 days
Mhow
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
Account officer (Cash) O/o GMTD BSNL Indore
₹96,100
18 Jan 2022
6 Jan 2022
15 Jan 2022
6 Jan 2022
13 Jan 2022
6 Jan 2022
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. (a) 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 up to 1.5 m.
Supplying, stacking and filling moorum in under floors, low lying areas and as subgrade for road construction including filling in layers not exceeding 20cm. thick, watering and compaction etc. all complete as per direction of Engineer-in-charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :-(a) 1:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate 40 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 : -(a) 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 :-(a)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 :-(a)Foundations, footings, bases of columns, etc. for mass concrete
(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
© Suspended floors, roofs, landings, balconies and access platform
(d) Lintels, beams, plinth beams, girders, bressumers and cantilevers
(e) 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.(a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.(a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in:-(a) Cement Mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay M.K.S. modular bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :-(a) 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.
Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters :-(a) 80x0.90 mm M.S. laths with 0.90 mm thick top cover.
Providing and fixing ball bearing for rolling shutters.
Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).
Providing and fixing bolts including nuts and washers complete.
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.:-(a) 0.63 mm thick with zinc coating not less than 275 gm/ m²
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.:-(a) 0.63 mm thick with zinc coating not less than 275 gm/m²
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :-(a) Two or more coats on new work.
Suresh Kumar Mali
AKHILESH GANGIL
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