Bagalkot Town Development Authority Tender
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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
₹ 4,60,000Document Cost
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Refer Documents
Description
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Contact
Tender Id
BTDA/2021-22/OW/WORK_INDENT1179Bid Award Id
ViewTender No
BTDA/2021-22/OW/WORK_INDENT1179Tender Authority
Bagalkot Town Development Authority ViewPurchaser Address
-Website
http://http://btda.kar.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305
336.58
-
161221.82
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Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt material, mixing in a mechanical mix plant at OMC, Carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision
270
-
508410
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KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406
331.2
-
604771.2
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KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502
1440
-
48960
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KSRRB M500-2. Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and I or compressed air to receive bituminous treatment including cost of all materials, labour, HOM complete as per (PWD SR 2018-19 Item-21.2 Page-158)
9441.3
-
47206.5
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KSRRB 500-7.Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH/Chapter 5
5756.4
-
82258.96
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KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH table 500-10 complete in all respects complete as per specifications.. MORTH Specification No. 507 -using 100/120 TPH capacity H.M.P. with sensor paver Gr-II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen
230.82
-
1741497.66
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KSRRB 500-7. Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH/Chapter 5
5756.4
-
82258.96
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KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision & IRC - SP- 53-2010 -do- using 120TPHcapacity Asphalt batch mix plant with sensor paver Gr-11 (30 mm to 40 mm) with 5.4% CRMB 55
326.44
-
2897158.26
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KSRRB M800-13.Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 80
384.33
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164877.57
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KSRRB M800 Road markers I Road stud KSRRB MS00-35. Supply and lnstalltion of Moulded Shank Raised Pavement Markers made of polycarbonate and ABS(Acrylonitrile Butadiene Styrene) moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to Specifications of Category A of MORTH Circular No RW/ NH/33023/10-97- DO Ill Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 1DO mm and 102 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 mm and height not less than 30 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer in chrge
283
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81787
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KSRRB M800-16. Boundry Pillar:-Reinforced cement concrete M-15 grade boundry pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting complete as per specifications.MORTH Specification No. 806
70
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33250
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KSRRB 300-1. Earthwork excavation by mechanical means for roads, drains & similar works in all types soils involving an average horizontal through upto 2 mtrs and an average lift upto 1.5 mtr to 2 mtr excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. MORTH I Chapter 3
3585.88
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107576.4
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KSRRB M300-Construction of Subgrade and Earthen Shoulders. KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications (including cost of earth, watering charges & compaction by vibratory rollercompaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305
664.5
-
318295.5
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KSRB 4-1.7 : Providing and laying in position plain cement concrete of Mix 1:3:6 with OPC @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2
312
-
1756123.2
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KSRB 4-6.7 :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. Specification No. KBS 4.6.2
5271.8
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1539365.6
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KSRRB M2300-14. 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 cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 1600 & 2200 - TMT Bars Fe 500
95.56
-
7874239.56
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KSRB 4.2.2 : 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 (any thickness) 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. Specification No. KBS 4.1, 4.6
1042.06
-
6275910.56
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KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry I Plain I Reinforced concrete abutment, wing wall I return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and Technical Specifications including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200
400
-
58800
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KSRRB M2600-3. (ii) Providing & fixing 250 mm wide, 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification including cost of materials, labour, HOM complete as per specifications. MORTH Specification No. 2605
82
-
9758
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KSRB13-8 : Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of 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 and testing complete as per specifications.Specification No.KBS 13.2.15.1 I 13.9 for internal water supply connection
50
-
31350
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KSRB13-10 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 KSRB13-10.1 :-do- 16 mm dia
50
-
5350
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KSRRB 200-8. Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, by manual means, in area of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials labour charges complete as per specifications. MORTH / Chapter 2
2000
-
20000
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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 andother deleterious matter, dressing of sides and bottom, filling back the excavated earth to theextent required and utilising / transporting the remaining earth upto 1.00km lead, including cost of labour, materials and HOM of machineries, etc., complete. (RWS BGM SR 2018-19, Chapter-2, I-2.09) in -do- in Ordinary rock without blasting
201.9352
-
13529.66
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Providing and laying in position plain cement concrete of grade M 15 with OPC cement @240kgs, with 40mm and down size graded granite metal coarse aggregates @0.878cum and fineaggregtes @ 0.459cum 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. (RWS BGM SR 2018-19, Chapter-4, I-4.41)
4.8261
-
25892.03
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Providing and laying Reinforced cement concrete of mix design of M-25 Grade with cement @340 kg, 20mm and graded granite or trap or basalt jelly of approved quality @ 0.7 cum and fineaggregates @ 0.47 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) (RWS BGM SR 2018-19, Chapter-4, I-4.43)
6.5795
-
45155.11
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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 fineaggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 inlayers 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) (RWS BGM SR 2018-19, Chapter-4, I-4.48)
8.573
-
107925.5
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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 fineaggregates @0.46 cum, super plasticiser @ 3lts confirming to IS-9103-1999 reaffirmed 2008 inlayers 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 includingconstruction 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) (RWS BGM SR 2018-19, Chapter-4, I-4.52.3)
19.4579
-
341388.86
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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 fineaggregates @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) (RWS BGM SR 2018-19, Chapter-4, I-4.56.3)
3.7009
-
47127.26
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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 (RWS BGM SR 2018-19, Chapter-4, I-4.59.1)
4597.354
-
323239.96
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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 (RWS BGM SR 2018-19, Chapter-4, I-4.62)
6
-
18594
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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 matchng to over head tank etc., complete. (RWS BGM SR 2018-19, Chapter-4, I-4.65)
1
-
5700
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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 all lead and lift etc., complete. 65x65x8mm angle iron frame. (RWS BGM SR 2018-19, Chapter-4, I-4.65)
21
-
38241
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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.) (RWS BGM SR 2018-19, Chapter-4, I-4.66)
1
-
1818
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Providing and fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments, in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc. complete. (KUWS & D B SR 2018-19, Pg-151, I-14) 150mm dia -distribution
2
-
9794
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Providing and fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments, in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc. complete. (KUWS & D B SR 2018-19, Pg-151, I-14) 100mm dia -Rising main & overflow
2
-
6344
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Providing and fixing CI puddle flanges confirming to IS 7181-1986 with latest amendments, in position for RCC walls including hoisting and conveying them to work spot with all lead and lift etc. complete. (KUWS & D B SR 2018-19, Pg-151, I-14) 80mm dia -scour
1
-
2647
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Providing & supplying C I flanged pipe treu to line / hoisting of CI flanged pipe confirming to IS 7181-1986 with latest comendments in position and aligning to correct plumb including cost of jointing material conveying to work spot with with all lead & lifts etc., complete (KUWS & D B SR 2018-19, Pg-151, I-15) 150mm dia -distribution
26
-
95056
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Providing & supplying C I flanged pipe treu to line / hoisting of CI flanged pipe confirming to IS 7181-1986 with latest comendments in position and aligning to correct plumb including cost of jointing material conveying to work spot with with all lead & lifts etc., complete (KUWS & D B SR 2018-19, Pg-151, I-15) 100mm dia -Rising main & overflow
36
-
86364
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Providing & supplying C I flanged pipe treu to line / hoisting of CI flanged pipe confirming to IS 7181-1986 with latest comendments in position and aligning to correct plumb including cost of jointing material conveying to work spot with with all lead & lifts etc., complete (KUWS & D B SR 2018-19, Pg-151, I-15) 80mm dia -scour
12
-
23616
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Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. Complete (RWS BGM SR 2018-19, Chapter-4, I-15.58) 150mm dia -distribution
2
-
1600
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Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. Complete (RWS BGM SR 2018-19, Chapter-4, I-15.58) 100mm dia -Rising main & overflow
2
-
840
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Providing 80 mm dia Duck foot bend confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. Complete (RWS BGM SR 2018-19, Chapter-4, I-15.58) 80mm dia -scour
1
-
320
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Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RWS BGM SR 2018-19, Chapter-15, I-15.07) 150mm dia -distribution PN 16
2
-
37930
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Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RWS BGM SR 2018-19, Chapter-15, I-15.07) 100mm dia -Rising main & overflow PN 16
2
-
21676
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Supply and delivery of Resilient seated soft sealing Sluice Valves with body, bonnet of Ductile Iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89/IS 14846-2000/ DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS. (RWS BGM SR 2018-19, Chapter-15, I-15.07) 80mm dia -scour PN 16
1
-
8552
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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 (RWS BGM SR 2018-19, Chapter-4, I-4.67)
5.2
-
17586.4
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Providing 2 coats of snowcem /Water-proof cement paint painting over one coat of primer including scrapping the exposed faces, removing loose plastering, removal of vegetations, fungus, cleaning the surface,replastering wherever required in CM 1:3 to the required shape with necessary scaffolding & curing etc., (Including cost of materials). (RWS BGM SR 2018-19, Chapter-4, I-4.91)
243.8292
-
51935.62
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Painting two coats after filling the surface with synthetic enamel paint in approved shades on new plastered concrete surfaces ,with materials, labour complete as per specifications. No. KRBS 800-3 MOST Specification No. 800 (PWD SR 2018-19, Pg-331, I-15.105)
6
-
492
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Painting new letter and figures of any shade with synthetic enamel paint black or any other approved colour togive an even shade complete as per specifications.(“ii) English and Roman Hyphen and the like not to be measured and paid for “MORTH Specification (PWD SR 2018-19, Pg-331, I-15.106)
5000
-
3500
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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 KEB specification. The aluminium strip is to be encased in G.I. conduct pipe or 40mm dia.,9.0 M long suitably joined by collar with all specials, fixed to one of the columns etc., complete up to 9.00 M staging. (PWD SR 2018-19, Pg-331, I-15.106)
1
-
9645
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Providing & fixing G.I. pipe railing of 32 mm dia., G.I. pipe B-Class in two rows of roof dome flat slab of landing of elevated storage reservoir including cutting, welding, threading, painting, embedding in C.M. pillars with all lead and lifts, etc., complete. (RWS BGM SR 2018-19, Chapter-4, I-4.64)
86.5862
-
58792.03
... More
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 BGM SR 2018-19, Chapter-2, I-2.25)
69.0296
-
7110.05
... More
KSRB13-8 :Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00kgs/sq.cm working pressure of 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 and testing complete as per specifications.Specification No.KBS 13.2.15.1 I 13.9 for internal water supply connection KSRB 13-8.9: -do- 160 mm dia r (PWD SR 2018-19 I.No-13.74, P-96)
600
-
376200
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