Karnataka Slum Development Board Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Karnataka Slum Development Board - KSDB Tender
Civil And Construction
Building Construction
Opening Date25 Feb 2022
Closing Date14 Mar 2022
Tender Amount₹ 62,45,80,948
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KSDB/2020-21/BD/WORK_INDENT2871/CALL-3Bid Award Id
ViewTender No
KSDB/2020-21/BD/WORK_INDENT2871/CALL-3Tender Authority
Karnataka Slum Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earthwork excavation for foundation of buildings, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m and above in width, not exceeding 1.5 m. in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications with all lead and lift charges with Engineer incharge of the work.-- In Ordinary Soil
14059.13
-
4455900.66
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----- do ----- In Hard Soil
9372.75
-
4460866.64
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Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications with all lead and lift charges with Engineer incharge of the work. -- For foundation & Flooring Bed
6997.63
-
38563519.07
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Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications complete as per specifications with all lead and lift charges with Engineer incharge of the work.-- Footing Concrete, Pedestal concrete, For Column & Plinth beam concrete
8607.84
-
52090688.07
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for foundations, footings, bases of columns for mass concrete including cost of all materials, labour complete as per specifications with all lead and lift charges with Engineer incharge of the work. For Column footings
16146
-
4364263.8
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Providing and removing centering, shuttering, strutting, propping etc., for columns, pillars, post and struts, square / rectangular/ polygon in plan including cost of all materials, labour complete as per specifications with all lead and lift charges with Engineer incharge of the work. Centring for Column
26066.48
-
12599493.77
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Providing and constructing granite / trap / basalt size stone masonry in foundation with cement mortar 1:6, stone hammerd dressed in courses not less than 20 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications with all lead and lift charges with Engineer incharge of the work.
7143.44
-
43857292.75
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Filling available excavated earth in sides of foundations upto plinth in layers compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications with all lead and lift charges with Engineer incharge of the work.
10708.757
-
2281607.77
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Earthwork excavation in soil deposits and filling sides of foundation upto plinth in layers not exceeding 20cms. in depth, compacting each deposited layer by ramming after watering including cost of all labour complete as per specifications with all lead and lift charges with Engineer incharge of the work.
5593.14
-
2389277.55
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Providing and constructing load bearing wall with solid concrete blocks of size 400x150x200 mm having block density not lessthan 1800 kg/m3 and having a minimum average compressive strength 4.00 N/mm2 confirming to IS 2185 (Part) : 2005 and constructed with CM 1:4 , as per IS 2572:2005 including cost of all materials, labour charegs, scaffolding, curing cost of all labour complete as per specifications with all lead and lift charges with Engineer incharge of the work.
64640.92
-
63311902.68
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Providing and constructing non load bearing wall with solid concrete blocks of size 400x100x200 mm having block density not lessthan 1800 kg/m3 and having a minimum average compressive strength 4.00 N/mm2 confirming to IS 2185 (Part) : 2005 and constructed with CM 1:4 , as per IS 2572:2005 including cost of all materials, labour charegs, scaffolding, curing complete as per specifications with all lead and lift charges with Engineer incharge of the work.
19746.506
-
16975281.35
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Providing TMT Bars of Fe 500 steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, fixing with binding wire and anchoring to the adjoining members wherever necessary complete as per design, ( laps and wastages shall not be measured and paid) csot of materials, etc. complete as per specifications with all lead and lift charges with Engineer incharge of the work.
1264.77
-
94256174.8
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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 24kgs, with 12mm and down size graded granite metal coarse aggregates @0.05175cum and fine aggregtes @ 0.0345cum, with superplastisiser @0.225lts, machine mixed, well compacted for plain chajja of 7.5 cms. average thickness, upto ground floor level, including cost of all materials, labour, HOM of machinery, finishing, curing, complete but excluding cost of reinforcement as per specifications with all lead and lift charges with Engineer incharge of the work. -- chejja & Loft
7708.16
-
3627768.42
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Providing and removing centering, shuttering, strutting, propping etc, and removal of form work for Chejja etc., including cost of all materials, labour complete as per specifications including all lead and lift charges etc., complete as per directions of Engineer in charge of the work.
7708.16
-
2614607.87
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Extra for providing throating or drip moulding to R.C.C. chajja with plastering ( labour charges only ) as per specifications complete as per directions of Engineer in charge of the work.
12109.5
-
423590.31
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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in ground floor level for roof slabs, staircase, lintles, and beams retaining walls, return walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications as per directions of Engineer in charge of the work-- Lintel, Roof Beam & Roof Slab
6226.56
-
39218112.69
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for sides and soffits of beams, beam haunchings, cantilever girders, bressumers and lintels not exceeding 1m in depth including cost of all materials, labour complete as per specifications as per directions of Engineer in charge of the work. -- Plinth beam & Roof Beam centering
50083.65
-
15501891.35
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per Specification. Specification as per directions of Engineer in charge of the work.-- Roof Slab Centring
28783.35
-
13272002.68
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Providing and fixing RCC door frames factory manufactured, with C.C. 1:1 1/2 :3 reinforced with 3 Nos. of 6 mm dia. Main bars and 6 mm dia. Stirrups welded at 30 cm C/C, vibrating, curing including cost of steel and fabrication charges having 3 Nos. of hinges with 20mm x 3mm M.S. flat welded with required iron rods and flats with drilling and fixing 4 No.of flat screw nuts each in concrete for fixing hinges and making necessary provision in concrete for fixing aldrops, tower bolts etc., including cost of one coat of oil based enamel primer, 4 No.of hold fasts, 3 Nos. ISS Iron oxidised hinges necessary metal screws etc., complete as per Specification as per directions of Engineer in charge of the work-- 60mm x 100 mm size-Door frames, For Main Door
6210
-
5753192.4
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Providing and fixing 65mmx125mm GRP Doorframe fabricated using E-Glass Chopped Strand Mat (CSM) U.V- stabilized lsopthalic Gelcoat and lsopthalic resin. The thickness of the GRP skin shall not be less than 2.0mm. The doorframe consists of four segments, which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screws. The GRP frame shall be provided with wooden reinforcement on 6 locations for high screw holding capacity for fixing metalling hold fast and shall be consolidated by filling with medium density foam/Plaster of Paris with fibre reinforcement Six Numbers of 260mmx25mmx5mm sizeS shaped M.S. flat hold fast shall be provided with the frame complete as per Specification as per directions of Engineer in charge of the work -- For Bed Room Door
6210
-
3620430
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Providing and fixing factory made single leaft rigid GRP Sandwich composite door shutter of 32mm thick, laminated with two GRP skins with wood grain finish, fabricated using U.V-stabilized Isopthalic Gelcoat and on layer of 45 gsm E-Glass Chopped strand Mat (CSM), impregnated with orthopthalic polyster resin. The thickness of the skins shall not be less than 1.5mm. Expanded Polystyrene (EPS) structural foam panel of 29mm thickness and a density of 20 Kg/m3 shall be used as core material. Wooden reinforcements made of Seasoned Salwood block of cross section not less than 28mmx32mm and also necessary salwood reinforcements for fixing the metal fittings such as tower bolts, aldrops, handles, etc, shall be provided. A structural adhesive compatible with EPS foam shall be used for bonding the core material, the Salwood reinforcement and the skins. The material and process for manufacturing the door shutters shall confirm to RV/TIFAC Composites Design centre Standards and specifications and the door shutters tested in confiramation to IS 4020-1994. The finish of shutter will be plain colour White/Ivory/Beige/Light Grey or any other colour using high quality pigments. Exclusing cost of fixtures and inclusive of supply of shutters to respective work spot. complete as per Specification as per directions of Engineer in charge of the work
3428.75
-
10903425
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SOLID PVC DOOR FRAME Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge of the work.
3105
-
1540328.4
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Supplying and fixing of PVC door shutters made of 20mmx200mm with the wall thickness of 1.0mm+/-0.1mm equally divided into 4 nos with tongue and groove locking arrangements. The shutter frame is made of 58x24mm with the wall thickness of 1.5mm+0.15mm section metricut and jointed at 4 corners with 125mm x 225mm 2 Nos of 8mm PVC rods. Teak wood battoms shall be reinforced inside the door shutter during the fabrication of the door shutters at those points whevere the hardware is fixed on to the door shutter, complete as per Specification as per directions of Engineer in charge of the work
3105
-
5874970.5
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Steel Windows with grill for residential buildings Providing and fixing of windows made of pre-painted steel (base steel as per IS 513 of 0.58mm tick galvanized as per IS 277 with zinc of 120GSM). Primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7microns thick alkyd backer. Section for outer frame should be of 48x50mm, centre mullion should be of 48x50mm, section for shutter should be of 48x25mm and fixed glass beading section should be of 12x12mm. Outer frame and mullions to have rebate for glazed shutter and a 20mm provision for guard bars/grills. The sections are to be cut to length mitre joined with corner bracket. Centre mullion is to be fixed with mullion cap. Handle stay 2Nos of stainless steel heavy duty pivot hinges shall be provided for shutter. The window should be panelled with 5mm thick plain float glass. Rubber gaskets are to be provided all around the glass. The above frames should be fixed to the concrete/ masonry wall by means of self expanding screws, including 10mm square guard bars with 6” (152.4mm) pitch etc., complete for finished item of work. Double shutter window with vertical mullion 3’0”x4’0” (914.4mm x1219.2mm) outer frame section size of 48x50mm shutter frame section size of 48x25mm mullion section size of 48x50mm complete as per Specification as per directions of Engineer in charge of the work
3120.53
-
13436128.43
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Providing and laying plat form using prepolished, water cut / gang saw 40mm thick telephonic Black Granite. laid on existing vertical -supports and fixing in CM 1:3 proportion. Including cutting to required shape, pattern with paper joints, including full rounding for nosing, finished with cement mortar, pointed with colour pigments to match the colour of slab making through jointing with sealant, making holes 25mm x 12mm grooves in joints including curing complete as per Specification as per directions of Engineer in charge of the work
1800.9
-
6729062.85
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Providing and Fixing Stainless Steel sink of sizes upto 60cms x 45cms in 20mm thick granite slab of by cutting required thickness and width of grooves and fixing using adhesives etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work.
1035
-
5964705
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Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to ceiling including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specification and directions of the Engineer-in-charge of the work. Ceiling plastering
41938.2
-
10402351.13
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Providing 12mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering including Providing and removing scaffolding, cost of materials, labour, curing etc., complete as per specification and directions of the Engineer-in-charge of the work.Inside plastering
119721.04
-
24492530.36
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Providing lime rendering for plastering to wall and ceiling, including cost of materials, labour, curing complete as per specification and directions of the Engineer-in-charge of the work.
161659.24
-
5483481.42
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Providing 18 mm thick cement plaster in single coat with cement mortar 1:6 to brick masonry including rounding off corners wherever required smooth rendering. Providing and removing scaffolding, including cost of materials, labour, curing complete as per specification and directions of the Engineer-in-charge of the work. Outside plastering
91928.7
-
23873883.39
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Providing 20mm thick cement plaster in single coat with cement mortar 1:3, to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specification and directions of the Engineer-in-charge of the work. Roof Top Plastering
34465.5
-
10485094.41
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Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:3, 20mm thick cost of materials complete as per specification and directions of the Engineer-in-charge of the work.
34465.5
-
438401.16
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Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete, using broken granite metal of 12.5mm nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide ( using 3.5 kg of red oxide per 50 kg of cement ) finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specification and directions of the Engineer-in-charge of the work.
28058.85
-
19778683.36
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Providing and applying two coats with oil bound washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour, complete as per specification and directions of the Engineer-in-charge of the work.
161659.24
-
18849467.38
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Providing and finishing external walls in two coats with waterproof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specification and directions of the Engineer-in-charge of the work.
91928.7
-
9939331.04
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INTERNAL WATER SUPPLY:- Providing and fixing in position brass bib cock of approved quality 15mm nominal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specification and directions of the Engineer-in-charge of the work.
3105
-
625347
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Providing and fixing Chorinated Poly Venyl Chloride (CPVC) pipes conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement & the cost of cutting chases & making good the same including testing of joints complete. (Concealed work including cutting chases and good the walls etc.) (I.13.86.2) 20 mm Dia with all leads complete as per specification and directions of the Engineer-in-charge of the work.
10350
-
2578185
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INTERNAL SANITARY:- Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). complete as per specification and directions of the Engineer-in-charge of the work. - 10cms x 7.5cms,
2070
-
548550
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Providing and fixing 7.5 cms to 15.00 cms dia NP grating 100 mm dia complete as per specification and directions of the Engineer-in-charge of the work.
2070
-
329130
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Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specification and directions of the Engineer-in-charge of the work.
6727.5
-
4245052.5
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Making wall bores in block masonry for soil/water pipes including redoing with block in CM 1:4 for block masonry wall up to 0.45m width complete as per specification and directions of the Engineer-in-charge of the work.
3105
-
416070
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Providing and fixing white vitreous china clay, water closet Indian type (squatting pan) of size 580mm with footrests, 100., S or P trap, (approved make) cutting and making good the wall and floor wherever required, including cost of materials, labour complete as per specification and directions of the Engineer-in-charge of the work.
1035
-
1460385
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INTERNAL ELECTRIFICATION:- Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. a) Short point upto 3Mtr from tapping point to out let via switch complete as per specification and directions of the Engineer-in-charge of the work.
5175
-
828000
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----- do ----- Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch complete as per specification and directions of the Engineer-in-charge of the work
5175
-
1293750
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Supplying 6A flush/projected type socket and a 6 amps flush/projected type Sp switch either surface/flush mounting in a existing gand box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required a) 6Amps 2 way complete as per specification and directions of the Engineer-in-charge of the work
3105
-
347760
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Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, necessary masonry patch work complete c) 10"x7"x3" (254x178x76mm) complete as per specification and directions of the Engineer-in-charge of the work
3105
-
239085
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Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulator etc, and fixing on existing wooden or metal box using N.F.screws., complete as per specification and directions of the Engineer-in-charge of the work
1723275
-
465284.25
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Supplying and fixing 6 Amps lamp holder A) Group 'A' complete as per specification and directions of the Engineer-in-charge of the work
10350
-
600300
... More
Supplying and fixing of round or oblong type bulk head fitting glass cover complete as per specification and directions of the Engineer-in-charge of the work
1035
-
63135
... More
Supplying and fixing of Modular MCB Devices (Tripper) With Breaking capacity of 6kA., 16-32Amps TP complete as per specification and directions of the Engineer-in-charge of the work
1035
-
691380
... More
Supplying and fixing polished wood board made of not less than 15mm thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc. a) 8"x6"x3" complete as per specification and directions of the Engineer-in-charge of the work
1035
-
66240
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Concealed Conduit System Supplying heavy gauge PVC conduit pipe mm dia ...mm thick confirming to IS 2509 with suitable size bends,metal/PVC junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG a) 19/20mm dia 2mm thick complete as per specification and directions of the Engineer-in-charge of the work
25875
-
1035000
... More
Concealed Conduit System Supplying heavy gauge PVC Conduit Pipe .dia .. .mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering up to the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary a) 19/20mm dia 2mm thick complete as per specification and directions of the Engineer-in-charge of the work
25875
-
1319625
... More
Supplying and fixing polised wood board made of not less than 15mm thick plank on both sides with planks made out of not more than 2 pieces and fixing the same to the wall using tapered inverted wooden plugs screws etc. a) 12" x 12" x 2" complete as per specification and directions of the Engineer-in-charge of the work
2070
-
310500
... More
Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers etc complete b) 16 Amps complete as per specification and directions of the Engineer-in-charge of the work
2070
-
242190
... More
Earthing: Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia complete as per specification and directions of the Engineer-in-charge of the work
1035
-
3104689.5
... More
UNDER GROUND DRAINAGE (EXTERNAL SANITARY):- Earthwork excavation for foundation, inspection chamber, manholes, water supply, sanitary lines etc., either in pits or in trenches 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking and excavated soil clear from edges of excavation after breading of clods complete as per specifications with all lead and lift, loading, unloading and labour charges etc., complete and as per the directions of the Engineer-in-Charge of the work
998.07
-
475021.44
... More
Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 75mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specification and directions of the Engineer-in-charge of the work
3133.93
-
1411835.46
... More
Providing and fixing to wall, ceiling and floor high density polyethylene pipes 6.00 kgf/sq.cm working pressure 110mm outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM of equipments and testing complete as per specification and directions of the Engineer-in-charge of the work
3133.93
-
1976569.65
... More
Constructing brick masonry inspection chamber 450x300mm, and 450mm depth, ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing 450x300mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 450x300mm complete as per specification and directions of the Engineer-in-charge of the work
1035
-
4168980
... More
Refilling available earth around pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering including cost of all labour as per specifications with all lead and lift, loading, unloading and labour charges etc., complete and as per the directions of the Engineer-in-Charge of the work.
376.07
-
48234.74
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