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| # | Company | Status |
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| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹32.8 L
Closing Date
16 Nov 2021, 2:30 pmClosed
Executive Engineer (Water Works), HQ PBMC
Executive Engineer (Water Works), HQ PBMC
Construction of Pump house including PCC and RCC retaining wall near Juvenile Home, Nayagaon Ward No.12.
2021_PMBC_4184_1
01/EE/WW/MC/21-22
Open Tender
Civil Works - Buildings
Works
120 days
Nayagaon Ward No.12
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
Exempted
16 Nov 2021
29 Oct 2021
16 Nov 2021
5 Nov 2021
16 Nov 2021
5 Nov 2021
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: a) All kinds of soil
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. 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 upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level: a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 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 : 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
Centering and shuttering including strutting, propping etc. and removal of form for: a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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.
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. a) 40 mm thick with 20 mm nominal size stone aggregate
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. a) 50 mm thick
12 mm cement plaster of mix : a) 1:4 (1 cement: 4 fine sand)
12 mm cement plaster of mix : a) 1:6 (1 cement: 6 fine sand)
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. a) Electric resistance or induction butt welded tubes
Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. a) 0.80 mm thick with zinc coating not less than 275 gm/m²
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 12 873 SUB HEAD : 12- ROOFING metre or as desired by Engineer-in-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.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : a) Ridges plain (500 - 600mm)
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) 80x1.20 mm M.S. laths with 1.20 mm thick top cover
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : a) New work (two or more coats) over and including water thinnable priming coat with cement primer
Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work
Providing and lying cement concrete Hollow block walling 150mm thick consisting of hollow blocks of size 400 x 150 x 200 mm of mix CC 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregates 10 mm nominal size) having a crushing strength of 3.5N/Sqmm at 28 days as per IS 2185 (Part - I) 1979 laid in cement mortar 1:6 (1 Cement: 6 Coarse sand ) complete.
Collection and filling of stone Boulder as filter media.
Providing weep holes consisting of 50mm dia unplasaticised PVC pipes including cutting into required length and placing in position across the wall inside shuttering to the required slope including all operation complete.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 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 CC drain including earth work excavation 10cm thick base concrete and 15cm thick side wall with 1:4:8( 1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) cement concrete finished with 1:4 (1 Cement:4 Corse sand) cement plaster including floating coat of neat cement inside the drain surface including disposal of surplus earth complete.
Providing and installation of 30 HP electrical and Diesel Pump including all accessories.
Carriage of materials by Mechanical Transport from the work site and disposal at an average lead of 05 km, including all operation as per the direction of Engineer-in-charge.
M/S RAMESH CONSTRUCTION
m karuppaiah
NIAMAT ALI
M/s V ALAGAR SAMY & SONS
M/S SUNDARAM CONSTRUCTION
finance_4560.pdf
boq_comp_chart.xlsx
xlsx
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