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Tender Value
₹7.7 L
EMD Value
₹19,158
Closing Date
23 Feb 2023, 5:00 pmClosed
ASST.ENGINEER
KALPETTA BP
PROJECT NO 12/23 WATER SUPPLY SCHEME IN KANNADICHOLA IN VYTHIRI GP
2023_LSGD_558533_2
AEE/LIDEW/KPTA/04/2022-23
Open Tender
Civil Works - Water Works
Item Rate
180 days
VYTHIRI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,690
Yes
₹19,158
Yes
17 Mar 2023
16 Feb 2023
25 Feb 2023
16 Feb 2023
23 Feb 2023
16 Feb 2023
Amount
well construction
2.6.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
5.7:Reinforced cement concrete work in well - steining 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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD361193/2022-2023:Sinking well in all classes of soil other than rock to lines and levels and plumb by scooping out from inside and below the steining including the use of dredgers or any other appliance, hire and labour for knetledge, jetting, dewatering, blasting, vibrating or any other method including removal of obstacles and dumping the spoil within a distance of 150m.(up to 3.00 m dia outer) Initial depth up to 3.00 m
OD361194/2022-2023:Sinking well in all classes of soil other than rock to lines and levels and plumb by scooping out from inside and below the steining including the use of dredgers or any other appliance, hire and labour for knetledge, jetting, dewatering, blasting, vibrating or any other method including removal of obstacles and dumping the spoil within a distance of 150m.(up to 3.00 m dia -outer )First depth of 1.50M (3.00 m to 4.50 m) below spring level
OD361195/2022-2023: Providing weep holes to cement concrete retaining wall using 63mmpvc pipe 4kgf/cm2 PVC Pipes, as per the direction of engineers in charge.
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD361196/2022-2023:Supplying, filling, rock metal chips of 20 mm, in the side of well, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes
12.50: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 Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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.
10.5.2:Providing and fixing 1 mm 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 30x6 mm for diagonal braces and central cross piece
pipe line & tank
2.6.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
60.6.1:Laterite Masonry - Laterite masonry using neatly dressed stones of size 44cmx24cmx14cm in CM 1:6 including all cost of conveyance and labour charges etc. complete.
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 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.
OD361197/2022-2023:providing tap unit base of size 80x80 cm with CC 1:4:8 platform, CC 1:2:4 wearing coat plastering with CM 1:3 with flushing coat,using 75mm 6kgf/cm2 PVC pipe post ,15mm GI pipe and fittings etc complete
4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
OD361198/2022-2023:Supplying and fixing SDB tap PVC including cost conveyance and all labour charges etc? complete as per specifications
OD390669/2022-2023:Providing and FIXING PVC pipes includings of pipes with one step PVC pipes with one step PVC solvent cement ,trenching refilling and testing of joints complete as per direction of engineer of charge 63mm dia 10kgf/cm2
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