Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-Finance | L1 | Accepted-Finance Being Lowest | |
| 2 | L2₹17.0 L+₹26,753.80 (1.60%)Accepted-Finance | L2 | Accepted-Finance Highly Quoted | |
| 3 | L3₹17.4 L+₹60,241.40 (3.60%)Accepted-Finance | L3 | Accepted-Finance Highly Quoted |
Tender Value
₹19.1 L
EMD Value
₹38,112
Closing Date
1 Nov 2022, 3:00 pmClosed
EE,CD,APWD,Car Nicobar
Office of the Executive Engineer, Construction Division APWD Car Nicobar
Construction of shed, for Solid and Plastic Waste management Unit under SMB G at Auckchung of Arong village Car Nicobar.
2022_APWD_7623_1
e-tender-DB/CD/CN/2022-23/2040
Open Tender
Civil Works - Others
Works
38112 days
At Auckchung of Arong village Car Nicobar
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹38,112
Yes
5 Nov 2022
12 Oct 2022
2 Nov 2022
12 Oct 2022
1 Nov 2022
12 Oct 2022
12 Oct 2022 - 1 Nov 2022
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
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 lead of 50 m.
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.
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level:
1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
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 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).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, taircases 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) : 3 graded stone aggregate 20 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns, etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Columns, Pillars, Piers, Abutments, Posts and Struts
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
Thermo-Mechanically Treated bars
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete
Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge.
Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.
30 mm thick plain PVC door shutters
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 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.
80x1.25 mm M.S. laths with 1.25 mm thick top cover
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.
Hot finished welded type tubes
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
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 bolts including nuts and washers complete.
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
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Coupler
Single tee without door
110 mm bend
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. 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.
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 or with polymer coated Jor L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete:
Ridges plain (500 - 600mm).
flushing apron (up to 300mm)
Barge board (up to 300mm)
Gutter (600 mm over all girth)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @2.20 kg/10 sqm)
Finishing walls with water proofing cement paint of required shade :
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 :
Two or more coats on new work
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
Two or more coats on new work.
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing and fixing soil, waste and vent pipes :
100 mm dia
Sand cast iron S&S pipe as per IS: 1729
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
100 mm dia
Sand cast iron S&S as per IS - 1729
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall
15 mm dia nominal bore
20 mm dia nominal bore
25 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm nominal bore
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
15 mm nominal bore
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
For fixed portion
Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15)
Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per of of Engineer-in-charge. (Only weight of grill to be measured for payment).
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
G.I 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.
Electric resistance or induction butt welded tubes
Providing and laying hollow cement concrete blocks walling upto floor five level 100 mm using hollow block of size 400 mm x 100 mm x 200 mm of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 12.50 mm nominal size) having a crushing strength of 305 N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6 (1 cement mortar: 6 coarse sand) complete.
Providing and laying hollow cement concrete blocks walling upto floor five level 200 mm using hollow block of size 400 mm x 200 mm x 200 mm of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 12.50 mm nominal size) having a crushing strength of 305 N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6 (1 cement mortar: 6 coarse sand) complete.
Constructing of Septic tank with cement concrete wall with 1:3:6 (1 cement, 3 coarse sand 6 graded stone aggregate 40 mm nominal size) including RCC precast top slab 10mm thick with C.C. 1:1:5:3(1 cement, 1.5 coarse sand, 3 graded stone aggregate 20mm nominal size) 20mm thick foundation concrete 1:4:8 (1 cement, 4 coarse sand, 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with water proof cement mortar finished with floating coat of neat cement, 50mm thick C.C. Flooring 1:2:4(1 cement, 2 coarse sand 4 graded stone aggregate) including RCC buffle wall 10 cm with terminal guard and two manhole cover of size 455x610 mm rectangular C.I. Cover (light duty) fixed in RCC Slab, M.S. Foot rest for manhole at 30 cm c/c etc complete as per design, drawing and direction of Enginee-in-charge.
20 users having Inside dimensions 2.50x1.50x1.85
SAKTHI BUILDERS
M/S RAO TRADING COMPANY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .