Directorate Of Municipal Administration 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.
Directorate Of Municipal Administration - DMA Tender
Opening Date24 May 2024
Closing Date10 Jun 2024
Tender Amount₹ 1,82,07,080.06
Costs
EMD
₹ 3,33,750Document Cost
Refer DocumentsTender Fee
₹ 4,560
Description
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Contact
Tender Id
DMA/2024-25/OW/WORK_INDENT17892Tender No
DMA/2024-25/OW/WORK_INDENT17892Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
004 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, strutting, plywood / steel form work, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). RCC M25 Design Mix with 20mm aggregate.(SR 2021-22 Vol-5 SR/I.No2.1(H020A)/Pg.no.107). i Raft slab
132.67
8706
1155104.622
005 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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 and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, 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.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and upto 6 m height. (SR 2021-22 Vol-5 item No. 5.1/SORCODE-H050A- Pg.no.109) i Shaft Below GL ii Raft Beam
16.06
19944
320312.685
006 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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 and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, 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. (Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and upto 6 m height. (SR 2021-22 Vol-5 item No. 5.1/SORCODE-H050A- Pg.no.109) i Shaft upto 6m ht ii Platform 1 inside 3.50m
40.54
19944
808560.165
007 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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 and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, 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. (Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 6 to 9 m height. (SR 2021-22 Vol-5 item No. 5.2/SORCODE-H050B- Pg.no.109) i Shaft from 6m to 9m ht ii Plat form 2 inside 7.00M
20.53
21320
437704.7325
008 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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 and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, 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. (Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 9 to12 m height. (SR 2021-22 Vol-5 item No. 5.3/SORCODE-H050C- Pg no 109) i Shaft from 9m to 12 m ht ii Platform 3 inside 10.50m iii Platform 4 outside 10.50m
17.64
23114
407743.308
009 - Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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 and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, 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.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). M30 Design Mix with 20mm aggregate for level and 12 to 15 m height. (SR 2021-22 Vol-5 item No. 5.4/SORCODE-H050D-Pg.no.109) i Shaft from 12m to 15m Ht. ii Platform-5 Inside 15.60M
iii Platform-6 outside 10.50M
16.03
24935
399714.462
010 - Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the 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 and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, 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.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate for level & upto 12mtr to 15 mtr (SR 2021-22 Vol-5 SOR CODE: H060D item.No. 6.4/Pg.no.109)
38.49
26390
1015778.043
011 - Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the 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 and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, 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.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)). RCC M30 Design Mix with 20mm aggregate.for level & upto 12mtr to 15 mtr (SR 2021-22 Vol-5 SOR CODE: H060D item.No. 6.4/Pg.no.109)
70.53
26390
1861336.071
012 - Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the 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 in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, 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)). RCC M30 Design Mix with 20mm aggregate.for level & upto 12mtr to 15 mtr(SR 2021-22 Vol-5 SOR CODE: H070D item.No. 7.4/Pg.no.110)
25.3
25368
641810.4
013 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. (SR 2023-24-Vol-1 It.No.2.1 (h) , Pg.no.18)
50.0345
82961
4150939.673475
015 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand 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 CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with: MS angle of 65 x 65 x 10mm for: (SR 2023-24 Vol-5 Item No.7.1.2/Pg.no.85) inside the container
8
5041
40328.4
016 - Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel. (SR 2023-24 Vol-5 Item No.7.2.2/Pg.no.85) For OHT 2.5 to 5.0 Lakhs
12
9585
115025.4
017 - Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc. (SR 2023-24 Vol-5 Item No. 7.3/Pg.no.85) Manhole
2
2247
4494
018 - Providing and fixing gauge with iron sheet or enamelled guage plate of 3mm to 4mm thick, 0.23 M width with copper floats indicators and flexible nylone wires, painting figures with approved enamel paint etc. with all lead and lifts, complete for: (SR 2023-24 Vol-5 Item No. 7.4.3/Pg.no.85) MS Guage sheet for 2.5 Mtrs depth
1
6255
6255.9
019 - Providing 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.(SR 2023-24 Vol-5 Item No. 7.5/Pg.no.86) i 300mm dia
2
5965
11930.1
020 - Providing 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.(SR 2023-24 Vol-5 Item No. 7.5/Pg.no.86) ii 150mm dia
1
2487
2487.45
021 - Providing 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.(SR 2023-24 Vol-5 Item No. 7.5/Pg.no.86) iii 100mm dia
1
1954
1954.05
022 - Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (SR 2023-24 Vol-5 Item No. 7.6/Pg.no.86) CI Flanged pipes 300 mm dia for inlet
28
12414
347596.2
023 - Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (SR 2023-24 Vol-5 Item No. 7.6/Pg.no.86) CI Flanged pipes 300 mm dia for outlet
28
12414
347596.2
024 - Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (SR 2023-24 Vol-5 Item No. 7.6/Pg.no.86) 300 mm dia for over flow
28
12414
347596.2
025 - Providing, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DI flanged pipe in position and aligning to correct plumb, including cost of jointing materials, conveying to work spot with all lead and lifts etc.complete. (SR 2023-24 Vol-5 Item No. 7.6/Pg.no.86) CI Flanged pipes 100 mm dia for Drain pipe
28
3160
88494
026 - Providing and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for: (SR 2023-24 Vol-5 Item No. 7.7.4/Pg.no.87) For Over Head Tanks upto 15M staging
1
14583
14583.45
027 - Providing and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post). (SR 2023-24 Vol-5 Item No. 7.8/Pg.no.87) Platform-1 @3.50m
Platform-2 @7.00m
Platform-3 @10.50m
Platform-4 @10.50m
Platform-5 @13.750m
for bottom landing
for top landing
112.44
1393
156668.274
028 - Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:
(SR 2023-24 Vol-5 Item No. 7.11/Pg.no.88) I 300 mm dia CI Duck foot bend
2
19236
38472
029 - Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:
(SR 2023-24 Vol-5 Item No. 7.11/Pg.no.88) II 300 mm dia CI Duck foot bend
1
19236
19236
030 - Providing Ductile Iron Push on special confirming to IS 9523:2000 - All Double Socket Duck Foot DI Bends:
(SR 2023-24 Vol-5 Item No. 7.11/Pg.no.88) III 100 mm dia CI Duck foot bend
1
3216
3216.15
031 - Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE KLB SR 2019-20 Pg.No.318 It.No.15.57 ) I 300 mm dia CI Bell mouth
3
849
2549.94
032 - Providing Bell mouthed pipes (flanged) confirming to IS 1538 (Part-I to XXII) 1978 with latest amendments if any cost of all materials, labour charges etc. complete. (RDW&S CIRCLE KLB SR 2019-20 Pg.No.318 It.No.15.57 ) 100 mm dia CI Bell mouth
1
649
649.99
033 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete) For PN-10: (SR 2023-24 Vol-5 Item No. 2.23/Pg.no.22) Sluice Valve 300 mm dia PN 10 (In-out-Overflow)
3
63341
190023.75
034 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete) For PN-10: (SR 2023-24 Vol-5 Item No. 2.23/Pg.no.22) Sluice Valve 100 mm dia PN 10 (drain pipe)
1
11428
11428.2
035 - Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying 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, softsoap, 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: (SR 2023-24 Vol-5 Item No. 4.1.5/Pg.no.51) Inlet Pipe 300mm
20
4166
83328
036 - Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying 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, softsoap, 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: (SR 2023-24 Vol-5 Item No. 4.1.5/Pg.no.51) Outlet Pipe 300mm
20
4166
83328
037 - Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying 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, softsoap, 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: (SR 2023-24 Vol-5 Item No. 4.1.5/Pg.no.51) Over flow Pipe 300mm
20
4166
83328
038 - Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying 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, softsoap, 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: (SR 2023-24 Vol-5 Item No. 4.1.5/Pg.no.51) Drain Pipe 100mm
20
1533
30660
039 - Providing & fixing Mechanical joints to cast iron pipes or Ductile iron pipes including cost of rubber gaskets and testing of joints. mechanical joints items will be supplied by the department. (contractor will make his own arrangements for procuring water for testing) for etc. complete. (SR 2023-24 Vol-5 Item No. 4.3.5 Pg.no.52) Inlet Pipe 300mm
8
2090
16724.4
040 - Providing & fixing Mechanical joints to cast iron pipes or Ductile iron pipes including cost of rubber gaskets and testing of joints. mechanical joints items will be supplied by the department. (contractor will make his own arrangements for procuring water for testing) for etc. complete. (SR 2023-24 Vol-5 Item No. 4.3.5 Pg.no.52) Outlet Pipe 300mm
8
2090
16724.4
041 - Providing & fixing Mechanical joints to cast iron pipes or Ductile iron pipes including cost of rubber gaskets and testing of joints. mechanical joints items will be supplied by the department. (contractor will make his own arrangements for procuring water for testing) for etc. complete. (SR 2023-24 Vol-5 Item No. 4.3.5 Pg.no.52) Over flow Pipe 300mm
8
2090
16724.4
042 - Providing & fixing Mechanical joints to cast iron pipes or Ductile iron pipes including cost of rubber gaskets and testing of joints. mechanical joints items will be supplied by the department. (contractor will make his own arrangements for procuring water for testing) for etc. complete. (SR 2023-24 Vol-5 Item No. 4.3.5 Pg.no.52) Drain Pipe 100mm
8
283
2268
043 - Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete. (SR 2023-24 Vol-5 Item No. 4.5.7/Pg.no.52) Inlet Pipe 300mm
8
546
4368
044 - Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete. (SR 2023-24 Vol-5 Item No. 4.5.7/Pg.no.52) Outlet Pipe 300mm
8
546
4368
045 - Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete. (SR 2023-24 Vol-5 Item No. 4.5.7/Pg.no.52) Over flow Pipe 300mm
8
546
4368
046 - Labour charges for making flanged joints including cost of jointing materials comprising of rubber insertion, galvanised bolts and nuts including giving hydraulic test to the required pressure as per ISS with all lead & lift (contractor will make his own arrangement for procuring water for testing) etc. complete. (SR 2023-24 Vol-5 Item No. 4.5.7/Pg.no.52) Drain Pipe 100mm
8
218
1747.2
047 - Labour charges for laying & jointing of DI pipes of all classes rolling and lowering into trenches, laying true to line, level and perfect linking at joints and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of pipes,rubber gasket and specials) with rubber gaskets including cleaning the sockets and spigot ends with saop solutions and applying soft soap to the spigot and socket end before insertion of rubber gaskets, jointing and fixing in perfect conditions including the cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISSetc. with all leads and lifts (Earth work excavation intrenches,conveying of materials from stores to be measured and paid for separately) (Contractor will make his own arrangements for procuring water for testing) etc. complete for:(SR 2023-24 Vol-5 Item No. 4.4.5/Pg.no.52) Inlet Pipe 300mm
20
326
6531
048 - Labour charges for laying & jointing of DI pipes of all classes rolling and lowering into trenches, laying true to line, level and perfect linking at joints and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of pipes,rubber gasket and specials) with rubber gaskets including cleaning the sockets and spigot ends with saop solutions and applying soft soap to the spigot and socket end before insertion of rubber gaskets, jointing and fixing in perfect conditions including the cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISSetc. with all leads and lifts (Earth work excavation intrenches,conveying of materials from stores to be measured and paid for separately) (Contractor will make his own arrangements for procuring water for testing) etc. complete for:(SR 2023-24 Vol-5 Item No. 4.4.5/Pg.no.52) Outlet Pipe 300mm
20
326
6531
049 - Labour charges for laying & jointing of DI pipes of all classes rolling and lowering into trenches, laying true to line, level and perfect linking at joints and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of pipes,rubber gasket and specials) with rubber gaskets including cleaning the sockets and spigot ends with saop solutions and applying soft soap to the spigot and socket end before insertion of rubber gaskets, jointing and fixing in perfect conditions including the cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISSetc. with all leads and lifts (Earth work excavation intrenches,conveying of materials from stores to be measured and paid for separately) (Contractor will make his own arrangements for procuring water for testing) etc. complete for:(SR 2023-24 Vol-5 Item No. 4.4.5/Pg.no.52) Over flow Pipe 300mm
20
326
6531
050 - Labour charges for laying & jointing of DI pipes of all classes rolling and lowering into trenches, laying true to line, level and perfect linking at joints and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of DI pipes and specials (excluding cost of pipes,rubber gasket and specials) with rubber gaskets including cleaning the sockets and spigot ends with saop solutions and applying soft soap to the spigot and socket end before insertion of rubber gaskets, jointing and fixing in perfect conditions including the cost of soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISSetc. with all leads and lifts (Earth work excavation intrenches,conveying of materials from stores to be measured and paid for separately) (Contractor will make his own arrangements for procuring water for testing) etc. complete for:(SR 2023-24 Vol-5 Item No. 4.4.5/Pg.no.52) Drain Pipe 100mm
20
75
1512
051 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for:(SR 2021-22 Vol-5 Item No. 19/Pg.no.113). 20mm thick for exposed surfaces upto 6.0 m staging.
286.51
315
90250.65
052 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for:(SR 2021-22 Vol-5 Item No. 19/Pg.no.113). 20mm thick for exposed surfaces 6.0 to 9.0 m staging.
143.26
360
51595.089
053 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for:(SR 2021-22 Vol-5 Item No. 19/Pg.no.113). 20mm thick for exposed surfaces 9.0 to 12.0 m staging.
143.26
406
58213.701
054 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for:(SR 2021-22 Vol-5 Item No. 19/Pg.no.113).20mm thick for exposed surfaces 12.0 to 15.0 m staging.
143.26
424
60770.892
055 - Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for: (SR 2021-22 Vol-5 Item No. 19.4 Pg.no.113). Top Dome outside Top Ring beam Cyclindrical Walls outside Conical slab middle ring beam Walk way bottom ring beam Bottom dome slab
495.7
393
195181.875
056 - 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 head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for (SR 2021-22 Vol-5 Item No. 20/Pg.no.113) Tanks upto 6 Mtrs. staging
286.51
141
40612.7925
057 - 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 head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for (SR 2021-22 Vol-5 Item No. 20/Pg.no.113) Tanks staging above 6 m and upto 9 m
143.26
160
23014.719
058 - 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 head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for (SR 2021-22 Vol-5 Item No. 20/Pg.no.113) Tanks staging above 9 m and upto 12 m
143.26
183
26324.025
059 - 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 head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for (SR 2021-22 Vol-5 Item No. 20/Pg.no.113) Tanks staging above 12 m and upto 15 m
143.26
205
29482.908
060 - 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 head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for: Tanks staging above 12 m and upto 15 m (SR 2021-22 Vol-5 Item No. 20/Pg.no.113) Top Dome outside Top Ring beam Cyclindrical Walls outside Conical slab middle ring beam Walk way bottom ring beam Bottom dome slab
495.7
205
102015.06
061 - Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (SR 2021-22 -VoI.-3 SR/I.No8.10/Pg.no.56)
24
89
2142
062 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade (Com SR 2021-22-Vol-3 SR/I.No8.3/Pg.no.53)
12500
1
15750
063 - Providing, laying and jointing HDPE pipes of specified grade and
conforming to IS 4984-2016 with latest ammendments and conveyingto work site including loading and unloading at both destinations androlling and lowering into trenches, laying true to line and jointing ofpipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE100-PN10.0,180mm dia(Com SR 2023-24-Vol-V SR/I.No.9.12.8/Pg.no.103) 180mm dia pipe
242
1512
365904
064 - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (SR 2023-24-Vol-1SR/I.No1.11/Pg.no.7)
362.72
454
164910.648
065 - Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand 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 CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:MS angle of 65 x 65 x 10mm SR 2023-24 (Com-Vol-5 SR/I.No.7.1.2/Pg.no.85) From GL to Platform-1 From Platform-1 to 2
From Platform-2 to 3
From Platform-5 to 6
Ladder outside (cage)
Outside container
25.6
5041
129050.88
066 - Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.: (SR 2023-24 Com-Vol-2 SR/I.No.11.25.2/Pg.no.84) Inclined ladder (built-up)
weight with cage
73.26
142
10461.528
067 - Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.(SR 2023-24 Com-Vol-2 SR/I.No.11.5.1/Pg.no.77) Doors
4.2
4701
19747.98
068 - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. (SR 2023-24 Vol-2 Item No. 11.34B Pg. No.86) Ventilators
weight in kg
43.2
192
8300.88
068 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel).for: (SR 2021-22 Vol-5 SOR CODE H100 Item No.10/Pg.no.111) Shaft staging upto 6.0m
4.05
11478
46488.33
069 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel).for: (SR 2021-22 Vol-5 SOR CODE H100 Item No.10/Pg.no.111) Shaft staging upto 6.0 to 9.0m
2.05
12134
24876.4425
070 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel).for: (SR 2021-22 Vol-5 SOR CODE H100 Item No.10/Pg.no.111) Shaft staging upto 9.0 to 12.0m
1.76
12744
22431.024
071 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel).for: (SR 2021-22 Vol-5 SOR CODE H100 Item No.10/Pg.no.111) Shaft staging upto 12.0 to 15.0m
1.6
13354
21367.92
072 - Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel).for: (SR 2021-22 Vol-5 SOR CODE H100 Item No.10/Pg.no.111) Remaining portion (above 15.0m staging)
20.82
13354
278050.059
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