Kavaratti Smart City Limited Tender
View complete overview of Lakshadweep KSCL Tender
Kavaratti Smart City Limited - KSCL Tender
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date3 Aug 2024
Closing DateCancelled
Tender Amount₹ 28,10,00,000
Costs
EMD
₹ 38,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Development Of City Centre At Agatti Island, Lakshadweep(retender-2)
Description
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Contact
Tender Id
2024_UTL_2681_1Bid Award Id
ViewTender No
F.No.35/Smart City/2024/275Tender Authority
Kavaratti Smart City Limited ViewPurchaser Address
-Website
http://tendersutl.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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-incharge. (Ordinary rock).
13524
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. (All works upto plinth level :Concrete of M20 grade with minimum cementcontent of 270 kg /cum)
337
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. (All works above plinth and upto floor V level) (Concrete of M35 grade with minimum cement content of 300 kg /cum)
1550
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Centering and shuttering including strutting, propping etc. and removal of form work for :
Lintels, beams, plinth beams, girders, bressumers and
cantilevers.
1089.96
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Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, Pillars, Piers, Abutments, Posts and Struts.
1024.36
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Centering and shuttering including strutting, propping etc. and removal of form work for :
Stairs, (excluding landings) except spiral-staircases
339
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20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
6676
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TMT Fe 500 Epoxy coated or Zinc silicated (or equvivalent compound) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete and also as directed by engineer incharge.
141094
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Providing and laying AAC Block masonary 125mm thick with grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (part 3) in super structure above plinth level in cement mortar 1:4 (1 cement: 4 coarse sand) .The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
900
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Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With Modular Bricks
113
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Providing & fixing 12 mm thick frameless toughened glass door shutter of approved brand & manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge.
23
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Providing and fixing glazing in aluminium partitions/claddding with EPDM rubber/neoprene gasket etc. complete as per the direction of Engineer-in-charge. (With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm))
196
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
(80 mm thick CC paver block of M-35 grade with approved colour design & pattern.)
11340
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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 achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
238
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Providing and laying 18 mm thick Pink marble slab of requird size and shape laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
64
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Providing and laying Sand Bed for Interlocking Block.Complete as per direction of Engineer-in-Charge.
84
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Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
3376
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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.
120
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Clearing & Grubbing including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to the required depth and removal of rubbish up to a distance of all leads and lifts outside the periphery of the area cleared as directed by Engineer-in charge- By Mechanical Means.
3000
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including getting out and disposal of excavated earth lead upto all leads and lifts, as directed by Engineer in-charge. For All Kinds of Soil.
4500
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Construction of Subgrade/Embankment and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
1500
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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 achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
750
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Providing, laying, spreading and applying cement mortar below paver blocks on prepared surface of granular Base, complete as per specifications and directions of Engineer-in-Charge.
Cement mortar 1:6 (1 cement : 6 fine sand).
105
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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 & fittingswith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. a) CPVC Pipes, 100 mm nominal Dia for Utility Ducts.
1800
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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 & fittingswith one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
b) CPVC Pipes, 150 mm nominal Dia for Utility Crossing
6
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; Concrete of M15 grade.(All works upto plinth level :Concrete of M15 grade with minimum cement content of 240 kg /cum) c) Plain Cement Concrete for laying of Pipe. (M-15).Complete asper drawing and Technical Specification,directed by Engineer in charg.
1
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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 excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.(All kinds of soil)
d) Excavation for providing and laying of Pipe. Complete asper drawing and Technical Specification,directed by Engineer in charg.
9
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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 excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.(All kinds of soil)
e) Excavation for Utility Ducts.Complete asper drawing and Technical Specification,directed by Engineer in charg.
9
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; Concrete of M15 grade.(All works upto plinth level :Concrete of M15 grade with minimum cement content of 240 kg /cum) f) Plain Cement Concrete for Chamber (M-15).Complete asper drawing and Technical Specification,directed by Engineer in charg.
0.2
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Providing and laying in position M25 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work, complete all as per direction of Engineer-in-Charge.
g) RCC for Raft (M-25)
0.23
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Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns, etc. for mass
concrete
1087
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Providing and laying in position M25 grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work, complete all as per direction of Engineer-in-Charge.
h) RCC for top slab (M-25)
0.23
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Centering and shuttering including strutting, propping etc. and removal of form work for :
Suspended floors, roofs, landings, balconies and access
platform
247.46
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Providing and laying in position M25 grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work, complete all as per direction of Engineer-in-Charge.
i) RCC for Wall (M-25)
2
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Centering and shuttering including strutting, propping etc. and removal of form work for :
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
18.34
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FE 500D Bar TMT Fe 500 Epoxy coated or Zinc silicated (or equvivalent compound) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete and also as directed by engineer incharge.
140
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Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.(New work(Two or more coats)
116
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Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.
(1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources))
600
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Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance &thermal emittance tested as per ASTM) C 1549 and ASTM C 1371respectively), VOC less than 10 cc/gm. The coating thickness andthe methodology of application shall strctly as per manufacturer'sspecifications and as approved by Engineer-in-Charge. Surfacepreparation includes cleaning with metal wire brush to remove alldust, fungus etc., washing with water all complete. The contractor
shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge.
150
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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.
5152
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or Strap, 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 size580x440 mm with integral type foot rests.)
19
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or Strap, 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: W.C. pan with lSI marked white solid plastic seat and lid
19
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Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flushpipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :
Range of three urinal with 10 litre white P.V.C. automatic flushing Cistern
17
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Providing and fixing Stainless Steel A lSI 304 (18/8) kitchen sink as per IS:13983 with C.l. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required:
(510x1040 mm bowl depth 250 mm)
2
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Providing and fixing G.l. inlet connection for flush pipe connecting with W.C. pan.
36
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Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
60
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Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. ( semi Rigid pipe,32mm dia)
24
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Providing and fixing soil, waste and vent pipes (100 mm dia) Sand cast iron S&S pipe as per IS: 1729
50
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply and 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.(40 mm nominal dia Pipes)
34
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Wiring for light Point /fan point/ exhaust fan point/call bell point with 1.5sq.mm RLS PVC insulated copper conductor single core in surface /recessed steel conduit,with piano type switch,phenolic laminated sheet,suitable size MS box and earthing the point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable as required.
853
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Wiring for Circuit/submain wiring along with earth wire with the following size of FRLS PVC insulated copper conductor,single core cable in surface/recessed medium class PVC conduit as required
8
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Providing and fixing following rating and braking capacity MCCB with thermomagnetic release and terminal spreader in existing cubicle panel board including drilling holes in cubicle panel,making connections,etc.as required.
8
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Supplyng,installing,testing &commissioning fire alarm sound with facility to make announcement,mounted in A.B.S.box with hinge cover plate &suitable for operation with amplifire i/c line matching transformer etc.complete as required.
7
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Supplyng,installing,testing & commissioning of 1200mm sweep,BEE 5 star rated,ceiling fan with Brush less Direct Current (BLDC) Motor,class of insulation:B,3 nos.blades,30cm long down rod ,2nos.conopies,shackle kit,safety rope,copper winding,power facor not less than 0.9,service Value (CM/M/W) minimum 6.00,Air delivery minimum 210 Cum/min,350 RPM (tolerance as per IS 374-2019 ),THD less than 10% remote or electronic regulator unit for speed control and all remaining accessories including safetyb pin,nut bolts, washers,temperature rise=75 degree C (max),insulation resistence more than 2 mega ohm,suitable for 230 V, 50Hz,single phase AC supply,earthing etc.complete as required.
46
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Earthing with G.I. earth pipe 4.5 meter long,40mm dia including accessories,and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.(but without charcoal/coke and salt) as required.
8
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