Bagalkot Town Development Authority 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
₹ 3,75,000Document Cost
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Description
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Contact
Tender Id
BTDA/2022-23/WS/WORK_INDENT1378Bid Award Id
ViewTender No
BTDA/2022-23/WS/WORK_INDENT1378Tender Authority
Bagalkot Town Development Authority ViewPurchaser Address
-Website
http://http://btda.kar.nic.in/
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Documents
BOQ Items
Providing and laying in position Reinforced cement concrete M30 Design Mix for vertical side walls, effluent channel baffle walls etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost ofall materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar1:3, 20 mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding,strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per designand technical specifications.(Contractor will make his own arrangementsfor procuring water for testing). (The cost of steel reinforcement, dowelbars to be paid separately). (Minimum cement content: 360 kgs (7.20bags)). (CPWD CSR 2021-22 It. No. 5 Pg.No-117 of Vol-5)
101.11
-
1389584.05
Providing and laying in position Reinforced cement concrete M30 Design Mix for main and secondary beams below and above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). (CPWD CSR 2021-22 It. No. 3 Pg.No-116 of Vol-5)
14.07
-
140254.54
Providing and laying in position Reinforced cement concrete of M30 Design Mix for top dome. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality,confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, strutting, plywood/steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technicalspecifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)) (CPWD CSR 2021-22 It. No. 8 Pg.No-117 of Vol-5)
72.03
-
1310285.48
Providing and laying in position Reinforced cement concrete M30Design Mix for columns below and above ground level. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as perrelevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, costof all materials of quality, confirming to the requirements of relevantIS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, strutting, plywood/ steel form work , Usage charges of machinery, curing and allother appurtenances required to complete the work as per design andtechnical specifications. (The cost of steel reinforcement, dowel bars tobe paid separately). (Minimum cement content: 360 kgs (7.20 bags)). (CPWD CSR 2021-22 It. No. 6 Pg.No-117 of Vol-5)
0.46
-
5871.8
Providing and laying in position Reinforced cement concrete M30 DesignMix for top cover flat slab. The granite/trap/basalt crushed gradedcoarse aggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticisers laid in layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality,confirming to the requirements of relevant IS codes with plastering andsmooth finishing in cement mortar 1:3, 12 mm thick for inside surface,labour,centering, scaffolding, strutting, plywood/ steel form work , Usagecharges of machinery, curing and all other appurtenances required tocomplete the work as per design and technical specifications. (The cost ofsteel reinforcement, dowel bars to be paid separately). (Minimum cementcontent: 360 kgs (7.20 bags)). (CPWD CSR 2021-22 It. No. 7 Pg.No-117 of Vol-5)
0.61
-
8439.95
Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacentmembers whereever necessary complete as per Design including costof material, labour, usage charges complete as per specifications. (Thelaps and wastages shall not be measured separately)Item Code 11.32 of Vol-2 CPWD CSR, Page No-84
40000
-
3790400
Providing plastering in cement mortar 1:3 proportion with minimum2% of approved quality water proof compound, including scaffolding,racking out joints 25mm deep, smooth finishing, curing etc. with all leadand lifts for all materials etc. complete for:25mm thick plastering (CPWD CSR 2021-22 It. No. 9.2 Pg.No-118 of Vol-5)
720.47
-
276055.29
Providing plastering in cement mortar 1:3 proportion with minimum2% of approved quality water proof compound, including scaffolding,racking out joints 25mm deep, smooth finishing, curing etc. with all lead and lifts for all materials etc. complete for:20mm thick plastering (CPWD CSR 2021-22 It. No. 9.1 Pg.No-118 of Vol-5)
734.47
-
254941.88
Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over headtanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks upto 6 Mtrs. staging. Item Code H210A,20.1 of Vol-5 CPWD CSR, Page No-113
1171.02
-
162830.33
Providing and fixing MS ladder between landings, 45 cms wide usingangle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre,with necessary supports of same angle iron etc. as directed, includinghand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC1:2:4 and two coats of anticorrosive bituminous paint etc. with all leadand lifts etc. complete with:MS angle of 65 x 65 x 10mm Item No.11.2 of Vol-5 CPWD CSR, Page No-111
15
-
73341.15
Providing and fixing MS inspection door of size 60 cms x 60 cms,including MS frame made of 50x50x6mm angle, shutters made of 3mmthick MS sheets, with hinges, locking arrangements at top etc. includingpainting with anticorrosive approved paint etc. complete including all lead and lifts etcsteel.Item Code H140A of Vol-5 CPWD CSR, Page No-111
2
-
4348.66
Providing and fixing gauge with iron sheet or enamelled guage plateof 3mm to 4mm thick, 0.23 M width with copper floats indicators andflexible nylone wires, painting figures with approved enamel paint etc.with all lead and lifts, complete for:M.S Guage sheet for 2.5 m depth Item Code H150C of Vol-5 CPWD CSR, Page No-111
1
-
5650.58
Providing and fixing gauge with iron sheet or enamelled guage plateof 3mm to 4mm thick, 0.23 M width with copper floats indicators andflexible nylone wires, painting figures with approved enamel paint etc.with all lead and lifts, complete for:Extra for MS Guage sheet for every 0.5 m beyond 2.5 m depth Item Code H150D of Vol-5 CPWD CSR, Page No-111
1.5
-
1585.17
Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mmincluding curing, painting GI pipes with two coats of anticorrosive steelpaint over a primer coat etc. with all lead lift etc. (The rate per meter isfor 3 rows of GI pipes and RCC post Item Code H230A of Vol-5 CPWD CSR, Page No-114
73.16
-
82739.57
Supplying and fixing lightening arrestor with aluminium strip 25mm x3mm size including finial and grounding, aluminium strip to be embededin one of the columns in and independent GI conduit of 40mm dia. pipesuitably jointed by collars with all specials with all lead and lifts etc.complete for: Item Code H180A of Vol-5 CPWD CSR, Page No-112
1
-
7734.27
Providing and fixing PVC water stopper of suitable type of 230 mmwidth and 5 mm thickness for construction joints as per detailed technicalspecifications and as directed by Engineer-in-charge. Item Code 1160A of Vol-5 CPWD CSR, Page No-119
284
-
90681.2
Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing needle vibrators, including all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenancesrequired to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Item Code 2.2.1.1 of Vol-1 KPWD CSR, Page No-15
11.28
-
71119.61
Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators,providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarseaggregates Item Code 2.4.2 of Vol-1 KPWD CSR, Page No-16&17
2.48
-
25915.93
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PW,P& IWTD SR 2021-22,VOL-3 Pg No 15 Item No.3.7)
850.5
-
76213.3
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m. (PW,P& IWTD SR 2021-22,VOL-1 Pg No 7 Item No.1.9)
125.16
-
26298.62
Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Item No. 1.10 of Vol-1 CPWD CSR, Page No-7
1754.33
-
220449.11
Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 300mm dia pipe (CPWD CSR 2021-22 It. No.1.5 Pg.No-85 of Vol-5)
686
-
3196465.02
Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 250mm dia pipe (CPWD CSR 2021-22 It. No.1.4 Pg.No-85 of Vol-5)
750
-
2785522.5
Providing and laying Ductile Iron pipes of class ----- conforming to IS 8329:2000 with latest amendments, conveyiing to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed. For DI K7 pipes: 150mm dia pipe (CPWD CSR 2021-22 It. No.1.2 Pg.No-85 of Vol-5)
1300
-
2924779
Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete For DI/CI puddle flanges of 300mm dia. (CPWD CSR 2021-22 It. No.15.6 Pg.No-112 of Vol-5)
5
-
28659.75
Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete For DI/CI puddle flanges of 250mm dia. (CPWD CSR 2021-22 It. No.15.5 Pg.No-112 of Vol-5)
1
-
4541.27
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 300mm dia.(CPWD CSR 2021-22 It. No.16.6 Pg.No-112 of Vol-5)
11
-
130544.26
Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. For double flanged CI pipes of 300mm dia.(CPWD CSR 2021-22 It. No.16.5 Pg.No-112 of Vol-5)
6
-
55941.36
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 300 X 900 (CPWD CSR 2021-22 It. No.24.6 Pg.No-115 of Vol-5)
1
-
18869.6
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends: 250 X 900 (CPWD CSR 2021-22 It. No.24.5 Pg.No-115 of Vol-5)
1
-
14183.1
DI Blank flange (CPWD CSR 2021-22 MAT code 5170 Pg.No-10 of Vol-5)
1
-
15481.93
Supply and fixing of Single / Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For PN 16.0 For TP Air Valves of 80mm dia. (CPWD CSR 2021-22 It.No.38.2 Pg.No-76 of Vol-5)
1
-
24312.12
Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) DI Double Flanged Eccentric Butterfly Valve For PN 16.0 300mm dia (CPWD CSR 2021-22 It.No.45.3 Pg.No-77 of Vol-5)
5
-
255903.5
Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) DI Double Flanged Eccentric Butterfly Valve For PN 16.0 250mm dia (CPWD CSR 2021-22 It.No.45.2 Pg.No-77 of Vol-5)
1
-
33471.91
Supply and fixing of DI Double flanged wafer type ( Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) DI Double Flanged Eccentric Butterfly Valve For PN 16.0 150mm dia (CPWD CSR 2021-22 It.No.43.5 Pg.No-77 of Vol-5)
12
-
216361.8
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged MJ COLLAR 300.00 mm (CPWD CSR 2021-22 It.No.10.5 Pg.No-60 of Vol-5)
2
-
14164.56
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged MJ COLLAR 250.00 mm (CPWD CSR 2021-22 It.No.10.4 Pg.No-60 of Vol-5)
2
-
9704.66
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All D.I. Flanged Spigots: 100.00 mm (CPWD CSR 2021-22 It.No.9.15 Pg.No-59 of Vol-5)
20
-
29149
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Socketed D.I. Un-Equal Tees 150mm X 100mm (CPWD CSR 2021-22 It.No.5.3 Pg.No-56 of Vol-5)
20
-
57288.6
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Socketed D.I. Equal Tees 250mm X 250mm X 250mm (CPWD CSR 2021-22 It.No.3.4 Pg.No-56 of Vol-5)
1
-
5707.23
Suppling Ductile Iron Push on special confirming to IS 9523:2000 . All Socketed Bends 250mm diameter 900 (CPWD CSR 2021-22 It.No.1.16 Pg.No-55 of Vol-5)
5
-
31286.25
Suppling Ductile Iron Push on special confirming to IS 9523:2000 . All Socketed Bends 300mm diameter 900 (CPWD CSR 2021-22 It.No.1.20 Pg.No-55 of Vol-5)
5
-
47009.2
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Socketed D.I. Un-Equal Tees 300mm X 150mm (CPWD CSR 2021-22 It.No.5.12 Pg.No-57 of Vol-5)
18
-
152176.32
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - All Socketed D.I. Reducers / Tapers 100 X 80 mm (CPWD CSR 2021-22 It.No.7.1 Pg.No-58 of Vol-5)
20
-
22598.2
Providing, fabricating, supplying and fixing at site various diameter MS MJ ends with dummy plates (END CAPS) to suit CI / DI spigots end as per the sketch. The cost is inclusive of all materials, i.e, rubber ‘O’ rings, flanges, bolts and nuts, dummy plates, consumables, hire charges, tools and welding equipments, lead and lifts, etc. complete as per the instructions of Engineer in charge. For CI / DI pipes of 300mm dia.(CPWD CSR 2021-22 It.No.41.5 Pg.No-76 of Vol-5)
2
-
6653.8
Providing, fabricating, supplying and fixing at site various diameter MS MJ ends with dummy plates (END CAPS) to suit CI / DI spigots end as per the sketch. The cost is inclusive of all materials, i.e, rubber ‘O’ rings, flanges, bolts and nuts, dummy plates, consumables, hire charges, tools and welding equipments, lead and lifts, etc. complete as per the instructions of Engineer in charge. For CI / DI pipes of 150mm dia. (CPWD CSR 2021-22 It.No.41.2 Pg.No-76 of Vol-5)
15
-
24642.75
Supply and fixing of fixed height surface box H-4057 MD-KU with PP 40% GF Lid, Housing of PA+, Locking clip of PP with Notched bolt M 12 x 130 hexagon head A2-70 for service connection valves, design derived from DIN 4057, should be supplied with Support tile I (FSL, FSS, SI). Should be able to receive class AA traffic loads. (CPWD CSR 2021-22 It.No.52 Pg.No-79 of Vol-5)
14
-
39381.02
Suppling Ductile Iron Push on special confirming to IS 9523:2000 - Double Socketed with flanged Branch D.I. Un-Equal Tees (CPWD CSR 2021-22 It.No.4.3 Pg.No-56 of Vol-5)
1
-
4199.31
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