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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹2.2 Cr+₹1.6 L (0.71%)Rejected-Finance | ₹2.2 Cr+₹1.6 L (0.71%) | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹2.4 Cr+₹23.4 L (10.6%)Rejected-Finance N I T NO M 111 WZ 2025 26 TC 71 MUNICIPAL CORPORATION OF DELHI OFFICE OF THE EXECUTIVE ENGINEER M 111 WEST ZONE C BLOCK VISHAL ENCLAVE NEW DELHI 27 | CENTRAL DELHI | DELHI | 110002 | ₹2.4 Cr+₹23.4 L (10.6%) | L3 | Rejected-Finance L3 Bidder |
| 4 | L4₹2.5 Cr+₹31.4 L (14.3%)Rejected-Finance | ₹2.5 Cr+₹31.4 L (14.3%) | L4 | Rejected-Finance L4 bidder |
| 5 | L5₹2.6 Cr+₹37.1 L (16.9%)Rejected-Finance | ₹2.6 Cr+₹37.1 L (16.9%) | L5 | Rejected-Finance L5 Bidder |
Tender Value
Refer Docs
EMD Value
₹5.7 L
Closing Date
21 Nov 2020, 6:30 pmClosed
Asst. General Manager (Engg-C)
Asst. General Manager (Engg-C) AAI, Goa Airport, Goa
Construction of carpark and ancillary buildings at land PT No. 162 at Goa Airport
2020_AAI_61242_1
AAI/GOA/ENGG(C)/2020/09
Open Tender
Civil Works - Others
Item Rate
180 days
Goa Airport
As per NIT
13 documents required · 13 mandatory
₹1,180
₹5.7 L
13 Jul 2022
9 Nov 2020
23 Nov 2020
10 Nov 2020
21 Nov 2020
10 Nov 2020
10 Nov 2020 - 20 Nov 2020
Amount
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
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.
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. Ordinary rock
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil - Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Construction of embankment with moorum/ good earth brought out from approved quarry outside the airport premises including all loads /royalty etc complete. The operation will including all loads spreading the earth with dozer, dressing , leveling, providing camber, grading with motor grader & consolidating with vibratory roller 8-10 tonne capacity including making good the undulations etc complete as per the directions of Engineer- in charge the compacted earth shall meet the requirement as per the MORTH Specification.
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, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying design mix cement concrete of M-30 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, laying at site, spreading and compacting mechanically by using needle & screed vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & dummy joints ( 25mm deep for construction joints and 1/4th of concrete depth for dummy joints) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-incharge (Item of joint fillers, sealants to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine
Providing and laying in position for expansion joint, 25mm thick pre-cut Synthetic joint filler board of approved make conforming to IS:1838(part 3)-2011, 45 mm from top (to be removed at the time of filling of Polysulphide sealant), complete as per particular specifications and directions of Engineer-in-charge. (Note: Mode of measurement shall be length of joint multiplied by depth of filler board including precut portion)
Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995. in expansion/ construction/dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer in-Charge & particular specifications. [Note: For purpose of payment, quantity (Length x Width x Depth) of Polysulphide sealant only will be measured.] i) Expansion Joints of size 25 mm wide and 10 mm deep over 30 mm dia closed-cell Polyethylene foam back-up rod, as per manufacturers specifications
Providing and laying in position Polysulphide sealant of approved make conforming to BS-5212-1990 or IS: 11433-1995. in expansion/ construction/dummy joints including rounding off edges, applying 2 coats of approved primer compatible with the brand of Polysulphide and preparing the surface and applying masking tape along the edge of joint to prevent accidental spillage of sealant on top surface and to give neat finish to the sealant and removing the masking tape after application of sealant etc. complete as per direction of Engineer in-Charge & particular specifications. [Note: For purpose of payment, quantity (Length x Width x Depth) of Polysulphide sealant only will be measured.] i) Construction Joints of size 10 mm wide and 10 mm deep over 12 dia closed-cell Polyethylene foam back-up rod, as per manufacturers specifications. ii) Dummy Joints of size 10 mm wide and 10 mm deep over 12 mm dia closed-cell Polyethylene foam back-up rod, as per manufacturer’s specifications.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level
Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/ cum) Note:- Excess/less cement over the specified cement content used is payable /recoverable separately.
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 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. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for all heights Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, propping etc. and removal of form for all heights Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls - Under 20 cm wide
Centering and shuttering including strutting, propping etc. and removal of form for all heights Shelves - cast in situ
Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete precast cement solid blocks 30x20x10cm of average compressive strength of 5.00 N/mm2
12 mm cement plaster of mix - 1:6 (1 cement: 6 fine sand)
6 mm cement plaster of mix - 1:3 (1 cement: 3 fine sand)
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
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.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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 Powder coated aluminium (minimum thickness of powder coating 50 micron)
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 shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber /neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 6.00 mm thickness
Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, both side decorative Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). - 18mm thick
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
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)
Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with MORT&H specification (803.4).
Providing and fixing in road readymade rubber speed breakers of 350mm width and 50mm thickness, including end caps, of make vertex or equivalent, in yellow and black colour including drilling holes, fixing the same in road using necessary fastners..etc complete as per the direction of Engineer In Charge
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
Providing and fixing stainless steel turn bolt latch with vacant/engaged indicator of approved quality with necessary screws etc. complete, as per the direction of engineer in charge.
Providing and fixing stainless handle of approved quality with necessary screws etc. complete, as per the direction of engineer in charge. - 125 mm
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. Circular tank
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Internal work - Exposed on wall - 20 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Internal work - Exposed on wall - 15 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.- 15 mm nominal outer dia Pipes
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore
Providing and fixing PVC pipe of specified diameter of approved make in brick masonry, blockwork, concrete and random rubble masonry, complete as per the direction of Engineer In Charge 110mm OD SWR
Providing and fixing PVC pipe of specified diameter of approved make in brick masonry, blockwork and random rubble masonry, complete as per the direction of Engineer In Charge 75mm OD SWR
Providing and fixing ABS vertical swing grab bar of 750 mmx 100 mm (U type) on with necessary screws etc. complete, as per the direction of engineer in charge. (cera cat No.B2210108 or equivalent)
Providing and fixing ABS grab bar of 600 mm length on with necessary screws etc. complete, as per the direction of engineer in charge. (Cera cat No.B2210106 or equivalent)
Providing and fixing C.P. brass bib cock of cera, hindware or equivalent make, with wall flange and aerator, as per the direction of Engineer In charge. 15 mm nominal bore
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
Providing and fixing C.P. brass angle valve of standard design, with wall flange of cera/hindware or equivalent make conforming to IS:8931. 15mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) - 20 mm nominal bore
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board - 510x1040 mm bowl depth 250 mm
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe - 32 mm dia
Providing and fixing white vitreous china pedestal type, two piece, connected water closet (European type W.C. pan) with seat and lid, vitreous china flushing cistern, including flush pipe, with manually controlled twin flushing fittings..etc, of make cera/hindware or equivalent, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required, complete as per the direction of Engineer In Charge.
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 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 health faucet with ABS body and 1.00 mtr stainless steel brided connection pipe, including wall fixed holder..etc complete as per the direction of engineer in charge (cera, hindware or equivalent make)
Providing & fixing of white vitreous china below counter oval wash basin/circular basin of size or approved equivalent) 560x410 mm size with CP brass waste assembly, wall flanges and rubber adapters for waste connection complete including CI/MS brackets duly painted, nuts, washers, cutting and making good the walls floors wherever required as per direction of Engineer-Incharge (cera/hindware or equivalent make)
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White vitreous china flat back wash basin of size 640x450mm, with 15mm CP brass, single lever pillar cock with aerator (Cera copenhagen or equivalent)
Providing and fixing 15mm CP brass, single lever pillar cock with aerator of approved quality & make (cera/hindware or equivalent) and as per the direction of Engineer-in- charge.
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in- charge.
Providing & fixing white vitreous china flat back urinal (cera caravan or equivalent) comprising of waste fittings, all plumbing and any other item required to provide satisfactory functioning including necessary wall cutting / chasing and making good, as required for urinal flushing complete as mentioned above as per direction of Engineer-Incharge.
Providing and fixing vitreous china urinal partitions (cera corvin or equivalent) including all the fixtures and accessories..etc complete as per the direcion of engineer in charge.
Providing and fixing C.P. brass self closing angle cock, with CP brass wall flanges and 200mm connecting pipe, (cera/hindware or equivalent make) for urinals as per the direction of engineer in charge 15mm nominal bore
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. - Granite of any colour and shade above 0.50 sqm area.
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. - Granite work
Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with bevelled edges and fixed on SS studs etc. complete. (a) 6.00 mm thick mirror of approved make.
Providing & fixing SWR floor nahani trap of size 75x110mm of Plasto/Prince/ Kisan or approved equivalent as per direction of Engineer-Incharge.
Providing and fixing 100mm dia circular CP brass grating for nahani trap, including proper finishing of joint in flooring etc complete as per direction of Engineer-Incharge.
Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length - 15 mm nominal bore
Providing and fixing two spock coat hanger (cera ormond or equivalent) in doors, including all the accessories and fittings..etc complete as per the direction of Engineer In Charge.
Providing and fixing liquid soap dispensor (cera montana or equivalent), including all the accessories and fittings..etc complete as per the direction of Engineer In Charge.
Providing and fixing SWR single socketed solvent jointed pipes (type B as per IS: 13592 ) Prince/Plasto/Kisan or equivalent for soil, waste and vent including required fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 75 mm dia pipe
Providing and fixing SWR single socketed solvent jointed pipes (type B as per IS: 13592 ) Prince/Plasto/Kisan or equivalent for soil, waste and vent including required fittings.This includes jointing of pipes & fittings with one step CPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. 110 mm dia pipe
Providing and placing in possition, PVC manhole/inspection chamber (single entry/single exit) of 110mm inlet/outlet diameter(united make or equivalent), including placing in possition, connection to inlet and outlet pipes etc complete as per the direction of Engineer In Charge.
Providing and placing in possition, PVC septic tank of capable of handling 75-100 flushes per day (type V of united make or equivalent), including placing in possition, connection to inlet and outlet pipes, CPVC vent pipe with all necessary accessories such as vent cowl..etc complete as per the direction of Engineer In Charge.
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including SWR pipe 110 mm diameter and 1.20 m long complete as per standard design.(Edging to be done with CC solid blocks of 30x20x10mm)
Construction of borewell upto required depth, including boring/drilling in all types of strata (including rocky strata), 200mm dia bore holes, owering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of 150mm dia, conforming to IS: 12818, and medium well screen pipes of suitable diameter, including hire and running charges of equipments, toos, plants, machineries, accessories, fittings and manpower required for the job., complete as per the direction of Engineer In charge..
Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying and laying pre grown grass turf, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm, including maintanance for 30 days or more till well established by watering , weeding, stirring & replacing of casualities etc. complete. (water will be provided by Dept., free of cost) Pre grown Korean grass turf
Planting permanent hedges/shrub in single row (minimum 1.50 feet wide) including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at suitable intervals, including maintanance for 30 days or more till well established by watering , weeding, stirring & replacing of casualities etc. complete. (water will be provided by Dept., free of cost) Golden duranta, Kamini/Kunti (Murraya paniculata), firebush (Hamelia patens)etc or similar plants of 2 feet height.
Planting of tree saplings in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for for 30 days or more till well established by watering , weeding, stirring & replacing of casualities etc. complete. (water will be provided by Dept., free of cost & tree guard will be paid seperately) Badam tree, silver oaks, Mimusops elengi (Bakul), Pongamia pinnata (Karanj)etc or similar saplings of 2.00 mtr height
Planting of ornamental plants in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for for 30 days or more till well established by watering , weeding, stirring & replacing of casualities etc. complete. (water will be provided by Dept.) Areca Palm,Mussaenda Crythrophylla ( Red, Rosia, White),Bamboosa Vulgaris (Golden Bamboo), Dresina Mahatma, Codiaum Variagatum Petra Agrasaru Tall, Farcuriya Plumeriaya Alba,Junifer Dresina TTC Red, Areliya New, Pichodiya Grandis Palm, Leocoxina Burgundi, Leocoxina Burgundi,Piosonia Alba, Fishtail Palm,Uca, Alpiniya V..etc or similar plants of 2 feet height
Providing and fixing 10mm thick multiwall polycarbonate sheets with aluminium extruded doom top and bottom sections. Edges should be provided with aluminium U profile of appropriate size. 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
Providng structural design & drawing for the proposed RCC retaining walls, including vetting of structural design and drawing by Govt Enginnering College. The Consultancy shall be carried out through a reputed structural consultant as approved by Engineer In-Charge and submitted before start of work. (cost is inclussive of cost of site visits by the consultants, soil investigation (in-situ and lab testings), structural design, issue of 3 sets of good for costruction drawings,vetting charges any other incidental charges required)
SUMAN FABRICATORS AND CONTRACTORS
SINGHAL ENTERPRISES
Fermium Constructions LLP
S.Singh and Company
PREMIER BUILDERS GOA PRIVATE LIMITED
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