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Tender ID
Tender Value
₹24.6 L
EMD Value
₹2.5 L
Closing Date
10 Feb 2026, 2:00 pmClosed
EXCUTIVE OFFICER NP MAILANI
EXCUTIVE OFFICER NP MAILANI
NAGAR PANCHAYT MAILANI MAIN ANTESTI STHAL KA SAUNDRIKARN /NIRMAN KARYA
2025_DOLBU_1101474_3
534/E-Tender/NP MAILANI/2025-26
Open Tender
Civil Works
Percentage
90 days
NP MAILANI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
Excutive Officer Np Mailani
₹2.5 L
4 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
Excavation in foundation soil (Loam clay or sand ) including lift upto 1.5 metre (5fts) and lead upto 30 Mtr ( 100fts) & including filling watering and ramming of excavated earth into the tremches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of suplus earth as directed Engineer in charge up to distance of 30m (100fts) from the foundation trenches.
Providing and laying cement concrete in ratio of 1:4:8 (1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 20 mm nominal size ) including supply of all materials, labour and T&P etc required for proper completion of work.
Providing and laying cement concrete in ratio of 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size ) including supply of all materials, labour and T&P etc required for proper completion of work.
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 in ratio of 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as per instruction of engineer incharge
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work above plinth level in ratio of 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) as per instruction of engineer incharge
Centering and shuttering including strutting, popping etc and removal of form for footing.
Centering and shuttering including strutting, popping etc and removal of form for plinth beam, lintel and slab beam
Centering and shuttering including strutting, popping etc and removal of form for roof.
Centering and shuttering including strutting, popping etc and removal of form for column.
Mild steel bars reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Class M-150 brick work in 1:6 cement and coarse sand mortar in foundation and plinth including material all labour and T&P etc. required for proper completion of work.
Class M-150 brick work in 1:6 cement and coarse sand mortar in superstructure including material all labour and T&P etc. required for proper completion of work.
12mm thick plaster with cement & C sand of 1.25F.M. mortar in 1:4 including supply of all materials, labour and T&P etc required for proper completion of work
Supply and filling in plinth with sand under floor, including watering, ramming, consolidating and dressing complete.
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
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
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 flats 30x6mm for diagonal braces and central cross piece
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 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. 1.00 mm thick with zinc coating not less than 275 gm/m²
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.
Applying one priming coat & two coat of oil painting on new & old iron /wood work including supply etc all comp.
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 @ 0.90 litre/10 sqm)
Electrification work
S/F of 110mm dia PVC Down Pipes non Presser.
Providing and laying cement concrete in ratio of 1:6:12 (1 Cement : 6 coarse sand (zone-III): 12 graded brick aggregate 40 mm nominal size ) including supply of all materials, labour and T&P etc required for proper completion of work.
Laying of 80 mm thick I shaped mechanically compressed interlocking cement concrete paver block pavement required for proper completion of work (Mord)
Supply and fixing of granite stone with letter writing of boards in completed work.
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ESTIMATEANTESTISTHAL.pdf
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Additional Documents • 0.45 MB
BOQ_2057267.xls
BOQ • 0.29 MB
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