Rural Water Supply And Sanitation Department 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.
Costs
EMD
₹ 38,350Document Cost
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Refer Documents
Description
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Contact
Tender Id
RWSSD/2020-21/WS/WORK_INDENT30417Bid Award Id
ViewTender No
RWSSD/2020-21/WS/WORK_INDENT30417Tender Authority
Rural Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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BOQ Items
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPE PN10 (RWS SR 2019-20 Page No 85 Item No 10.20.5/6) HDPE PN10, PE100 (PN 10.0 / 10 Kg/cm2), 90 mm
50
-
14250
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding, as per standerd procedure and guide lines including encasing the pipe around to a depth not less than 15cms with cleaned soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant IS Specification with all lead and lift including , testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (Contractor will make his own arrangement for procuring water for testing)Upto 110mm dia,Coils shall be used. HDPE PN10 (RWS SR 2019-20 Page No 85 Item No 10.20.5/6) HDPE PN10, PE100 (PN 10.0 / 10 Kg/cm2), 63 mm
2300
-
384100
Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) .(RWS SR 2019-20, Page No 27 Item No 2.25)
828.87
-
85373.61
Supply and delivery at site brand new best make gate valve as per IS778/1984 with ISI mark and as per its latest amendments. (RDW&S SR 2019-20 Chpt 12 , Item 12.05 a & c) 50 mm Dia
11
-
13090
Supply and delivery at site brand new best make gate valve as per IS778/1984 with ISI mark and as per its latest amendments. (RDW&S SR 2019-20 Chpt 12 , Item 12.05 a & c) 65 mm Dia
3
-
4065
Providing 100mm dia sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.(RDW&S SR 2019-20 Chpt 12 , Item 15.59) 100 mm Dia
2
-
7600
Labour charges for making, fixing and testing of flanged joints for Cast Iron pipes / D.I. Pipes and specials with rubber insertion and necessary bolts and nuts and giving necessary hydraulic pressure test including conveying, loading and unloading the jointing materials etc., complete. [RDW&S SR 2019-20 Chapter No. 10 Item No: 10.08] 80 mm Dia
14
-
1106
Supply and delivery of Woltman model with removal mechanism water meters confirming to ISO 4064 part I,II,III class B or IS 779 and IS 2373 with life cycle test certificate from FCRI/ NABL accredited lab. The water meters shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointer of the meter shall be as per ISO 4064 class B specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. [RDW&S SR 2019-20 Chapter No. 15 Item No: 15.40.3] 100 mm Dia,
4
-
102124
Cement concrete pavement.Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 design mix M20/M30 , with 25mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 , mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints including groove cutting charges, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications. - M20 (at 300Kg per cum coarse aggregate @ 0.64cum and fine aggregate @ 0.43cum) (PWD SR 2019-20, Page 176, Item 22.6.2)
59.4
-
291119.4
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, pedestals, retaining walls, return walls, walls (any thickness ) including attached pilasters, columns pillars, 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.[RDW&S SR 2019-20 Chapter No: 4 Item No: 4.08]
7.43
-
42655.63
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoir, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 500 [RDW&S SR 2019-20 Chapter No: 4 Item No: 4.59.1]
0.48
-
32718.72
Providing and constructing load bearing wall with solid concrete blocks having block density not less than 1800kg/m3 having a minimum average compressive strength of 5.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications with solid concrete blocks of size 400x150x200mm [RDW&S SR 2019-20 Chapter No: 5 Item No: 5.07.2]
50.08
-
39563.2
Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing). 90 mm 6 Kg. /Sqm PVC Pipes (KUWS&DB SR, Page No 22 Item No 7(6)) 90mm dia PVC Pipe with top cap For Valve Sleeve
12.6
-
2280.6
Supply and installation of water connections to individual houses up to water meter point and (excluding civil works like Earthwork excavation for the pipeline trenches and restoration work) for laying of MDPE / GI pipes of 15 / 20 mm diameters for the house connection .Including supply and laying of MDPE and GI pipes with special such as Electro fusion tapping ferrule or suitable dia saddles (All size like 90/75/63 mm Dia) of required pressure rating or higher grade of approved make conforming standard specifications with brass cutter, flow regulator, water tight cap-cutting edges for making hole/tapping suitable to HDPE distribution mains by electro fusion welding. Tapping ferrules (Mechanical type clamp saddle) Including cost of Water Meter MDPE and GI pipes, with all specials such as MDPE Bend Adopter sadle and GI tee, GI elbow, GI coupler, stopper and brass or SS tap Etc complete including neat and water tight fitting and As directed by engineer in charge (Approved Rate By SE RDWS Circle Mysore)
132
-
658020
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed (Page 339 Item No 15.113) RDWS Circle Mysore
132
-
66000
KSRB13-5 : Providing and fixing water meter with stop cock, jam nut, socket in G.I pipe line including cutting and threading the pipe and making long screws including cost of all materials, labour, HOM of equipments and testing complete as per specifications. Specification No.KBS 13.2.19 / 13.16 with 5 years Manufacturer warrantee(PWD SR,Mysore Circle 2018-19, Page No.90, Item No.13.23 )
176
-
232320
Supply and fixing of HDPE water meter box to protect the water meter of class 'B: multijet type of size 15 to 32mm including HDPE box with base dia 300mmxlid dia 200mmxheight 250mm with openable lid and the cover is buried below GL with lid flush with GL including earthwork excavation for 600mmx600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12 to 20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height,disposal of excess earth with all lead and lifts etc complete as per drawing enclosed (Page 339 Item No 15.113) RDWS Circle Mysore
176
-
88000
Gate Valve with 15mm nominal bore gun metal (Sl 654 Pg No. XLV RWS SR)
176
-
37312
KSRB13-6.12 : 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 specifications. Specification No.KBS 13.2.2 / 13.3 (PWD SR,Mysore Circle 2018-19, Page No.90, Item No.13.24 )
176
-
30448
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any. (Page 325 Item No 15.78) RDWS Circle Mysore
176
-
9680
Supplying, laying, jointing, testing and commissioning of Heavy Duty GI pipes conforming to IS1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) (RWS SR 2019-20 Page No 78 Item No 10.4.3.)
352
-
49632
Providing, & fixing Flow control valve using food grade materials SS316 ball/1/2"(15 mm) including cost of all materials,labour charges,HOM and testing complete as per of following specification.The FCV nominal design is for 5Ltr/Min Discharges the range of 7 Lit/min at 1 bar or more pressure loss and should not exceed the flow the range of 7 Lit /Min at 1 bar or more pressure.MOC of valve-Food grade stainless steel SS*316.MOC of Ball:stainless steel-316.Flow direction arrow embossed on its outside surface.The Valve should act as flow control valve and non return valve. Minimum operating pressure-0.1 kgf(10 cm head).Designed pressure:1 meter to 50 meters. accuracy of valves:+20 % of average flow rate. Orifice size:not less than 12 mm.weight of FCV: not less than 12 mm.Weight of FCV:not less than 125 gms.Length:not be less than 70 mm The FCV is with internal arrangements of very simple passage in line such that the valve will pass the small floating particles if any entered in the valve to avoid choking The FCV shall be got tested from FCRI by the manufacturer as per above standards,the quantum of checking to be done from FCRI is attached here with.The FCV should be fitted on Saddle,which is fixed on distribution pipeline.
176
-
44880
Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. (Page 323 Item No 15.72) RDWS Circle Mysore
352
-
13376
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239-II, 1991 with latest amendments if any. (Page 323 Item No 15.73) RDWS Circle Mysore
352
-
22880
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any.. (Page 323 Item No 15.74) RDWS Circle Mysore
176
-
11440
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI tee (Page 325 Item No 15.78) RDWS Circle Mysore
176
-
7040
Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI plugs confirming to IS 1239-II, 1991 with latest amendments if any. Page 325 Item No 15.77) RDWS Circle Mysore
176
-
6160
Supply and delivery at site special moulded variety 63 mm dia PVC service saddles as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments.(Page 315 Item No 15.46.4) RDWS Circle Mysore
176
-
15840
Earth work in excavation of foundation of structures upto 3 m depth as per drawing and technical specification, including setting out, providing shoring,strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete.
65.18
-
3389.36
Providing and laying in position plain cement concrete of grade M 10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @ 0.465cum 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.
4.21
-
21942.52
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete for R. rafts, raft ring-beam, column footing, columns below ground level (exclusive cost of steel and fabrication charges)
11.58
-
89455.5
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification for staging, columns and braces above ground level (exclusive of cost of steel and fabrication charges)
6.57
-
70844.31
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., complete as per design and specification and giving satisfactory water proof test including construction joints wherever necessary as per the directions of the departmental Officers complete for ring beam, side walls, bottom dome or bottom slab, shell portion and bottom ribs (exclusive of cost of steel and fabrication charges and jointing materials)
17.3
-
289186.8
Providing and laying Reinforced cement concrete of mix design of M-30 Grade with cement @ 360 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.69 cum and fine aggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 in layers of not more than 15 cms thick, well consolidated including centering, formwork, vibrating, curing, smooth finishing to the required plumb and face in C.M.1:3 proportion wherever necessary etc., completeas per design and specifications etc., complete for top rib and top dome or top slab (exclusive cost of steel and fabrication charges)
14.6
-
198428.6
Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) including for OHT & reservoier, cost of materials, labour, HOM of machinery complete as per specifications TMT bars Fe 550
5.51
-
379170.65
Providing and fixing M.S. ladder between landing 45 cms. wide using angle iron of following size and 20 mm M.S. bars at 25cms. centre to centre with necessary supports of same angle iron as directed including hand railing on both sides with 25mm dia G.I. pipes with angle iron props at 2 mtrs, interval and 0.5 mtr, height including fixing in ground with C.C. 1:2:4 and two coats of nonpoisonous anticorrosive bituminous paint with alllead and lift etc., complete. 65x65x8mm angle iron frame.
12
-
21852
Ladder inside the container: Providing anodized aluminium ladder using 65mm x 32mm x 3.0mm ‘C’ section for ladder side channel x 25mm dia., flutal pipe for Rungs at 250mm c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M-15) bed for embedding the ladder bottom complete
3.05
-
9451.95
Providing and constructing RCC hexagonal ventilator finial for RCC over head tank the finial to be constructed with CC (M-20) proportion using 20mm and down size jelly with reinforcement using 6mm dia., M.S. rods 4 nos., for each of the pillars both ways for full width of doom at 12cm c/c, the ventilator to be of 0.45 M x 0.5 M size provided with 25mm x 25mm x 5mm M.S. frame welded with diamond mesh to its full width and depth fully covered with aluminium mosquito mesh finished smooth with CM 1:3 proportion to required shape and size and ornamental finish including two coats of anti-corrosive paint for frame and mesh and two coats of cement paint matching to over head tank etc., complete.
1
-
5700
Providing and fixing 60x60cms M.S. inspection door with necessary M.S. frame made out of M.S. angle 50x50x6mm and M.S. shutters of 31.5mm or B.G.10 thick with hinges on top and locking arrangement, painting etc., complete (for RCC over head tank and G.L.S.R.)
1
-
1818
Providing and fixing enameled gauge plate 3 mm thick, 0.23 M wide with plastic float thick plastic indicator and flexible nylon wire etc., complete to 2.50 M height.
1
-
3382
Labour charges for fixing puddle flanges in position of RCC including (80mm to 200mm)
4
-
1824
Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.
211.45
-
44615.95
Providing 2 coats of Snowcem/Water-proof cement paint of approved colour and shade over one coat of primer including curing etc., complete for RCC over head tank.
211.45
-
45038.85
Laying cast iron pipes and specials of all classes without earth work, true to line and level including conveying carefully to site, rolling and lowering into trenches and perfect linking of joints etc., wherever necessary 80mm
9
-
468
Laying cast iron pipes and specials of all classes without earth work, true to line and level including conveying carefully to site, rolling and lowering into trenches and perfect linking of joints etc., wherever necessary 100mm
12
-
648
Laying cast iron pipes and specials of all classes without earth work, true to line and level including conveying carefully to site, rolling and lowering into trenches and perfect linking of joints etc., wherever necessary 150mm
21
-
1554
KSRRB M800-10. Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications (ii) English and Roman-Hyphen and the like not to be measured and paid for "MORTH Specification No 801
1600
-
800
Providing 80 mm dia Sluice valve/ scour valve confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete.
3
-
8700
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. 2.75 meter length, 80mm dia
3
-
8400
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. 2.75 meter length, 100mm dia
4
-
13428
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. 2.75 meter length, 150mm dia
7
-
34475
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. 1 meter length, 80 mm dia
1
-
1200
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. 1 meter length, 100 mm dia
1
-
1489
Supply and delivery at site CIDE pipes ISI marked (horizontal CIUDF) of different sizes as per ISI 181/ 1986 with latest amendments if any, the flange should be drilled as per IS 1538/ 1976, the pipes should bear ISI marking on them. 1 meter length, 1500 mm dia
2
-
3400
Labour charges for hoisting C.I. flanged pipes 2.75mtrs length in position aligning the plumb and jointing for RCC over head tank 80mm to 200mm
18
-
11088
Providing 80 mm dia Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I toXXII) 1978 with latest amendments if any cost of all materials, labour charges etc.complete. ii 80mm CI All flanged Tee IS 1538 (Part XXIV)
1
-
320
Providing different dia Medium class 90” double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. 80mm
1
-
500
Providing different dia Medium class 90â double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete 100mm
1
-
600
Providing different dia Medium class 90â double flanged bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete 150mm
2
-
2400
Providing & fixing copper lightning arrester with five spikes and 20mm dia copper tube or suitable length of aluminium strip of spike 25mmx3mm including grounding as per specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia., 6.8 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 6 M staging.
1
-
9645
Providing and constructing load bearing wall with solid concrete blocks having block density not less than 1800kg/m3 having a minimum average compressive strength of 5.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications with solid concrete blocks of size 400x150x200mm
21.06
-
16637.4
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