Cauvery Neeravari Nigam Limited Tender

code04 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/ soft rock (without requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code05 - Providing and laying 250 mm thick sand blanket below embankment including cost of all materials, machinery, labour, spreading to specified thickness etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code06 - Providing and laying Ductile Iron pipes of class K9 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. 250 mm dia etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code07 - Providing and laying Ductile Iron pipes of class K9 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. 150 mm dia etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code08 - Providing and laying Ductile Iron pipes of class K9 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. 100 mm dia etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code09 - Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes 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, bends, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code10 - 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 etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code11 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code12 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS-1865 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 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron bothinside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts and nuts and rubber insertions etc. but excluding earth work. (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.) PN 10, 80 mm dia etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code13 - 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. PN 10, 80 mm dia etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code14 - Excavation for ramming / jacking pits and receiving pit. The work includes cutting of asphalted / concrete surface, excavation in all types of soil and strata, dewatering, disposal of debris, refiling the trenches with consolidation, restoration of road surface to normal surface by concreting/ asphalting etc., complete. Size up to 5m x 3m - depth up to 4m etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code15 - Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest ammendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead ,lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH /BDA /BBMP/Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP/MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour. d. The cost of jacking and receving pits shall be proposed seperatelly as per site requirement. Jacking of 600 mm dia and 10mm thick M.S. Casing Pipe. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code16 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code17 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails and bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Ordinary/ soft rock (without requiring blasting) Depth upto 1.50 m etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code18 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code19 - Providing, fabricating and placing in position reinforcement steel for RCC works including cost of all materials, machinery, abour, cleaning, straightening, cutting, bending, hooking lapping, welding wherever required, tying with 1.25 mm dia. soft annealed steel wire etc., complete with lead and lifts. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code20 - Providing, fabricating, supplying and errecting 100mm dia stubs for air valves and Air cushion valves, the shell to be made out of 8mm thick MS Sheet, including flanges made out of 25mm thick MS Plate, Holes of flanges have to be drilled so as to match the holes in the air valve.Rates shall includes fabrication of the shell, flanges, cutting, welding and fixing on to the rising main pipe with all necessary fixtures such as bolts, nuts, washers, gaskets etc., the stubs shall be painted with two coats of non-corrosive paint over one coat of shop paint, the rates shall be inclusive of trasportation and all taxes and duties complete and as directed the Engineer-in-charge. [Market Rate] etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code21 - 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 and formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code22 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars and formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. formwork for earth retaining structures etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code23 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. formwork for beams etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code24 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 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. The cost includes all lead and lifts, cost of all materials, 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, dowel bars and formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. formwork for chejja etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code25 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 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. The cost includes all lead and lifts, cost of all materials, 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, dowel bars and formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. formwork for Roof etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code26 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works and super structure works of bridges upto 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. The cost includes all lead and lifts, cost of all materials, 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, dowel bars and formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. formwork for Columns etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code27 - De-silting tank bed/Feeder channel/canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of embankment or as directed including cost of all machinery, labour etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code28 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (iI) By Manual Means - In Area of Thorny Jungle etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code29 - Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code30 - Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code31 - Removing and resetting disturbed dry rubble / size stone pitching 250 to 450 mm thick including packing and wedging with stone chips, finishing surface etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code32 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T and P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Dismantling Stone Masonry (ii) By Mechanical Means - Rubble stone masonry in cement mortar. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code33 - Providing and laying in Reinforced cement concrete for all Basement and surface level works, return walls, retaining walls, sunken floors 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, providing weep holes wherever necesary, including all lead and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement and formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code34 - Providing and constructing 450 mm thick dry size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips into joints, finishing etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code35 - Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery and other appurtenaces required to complete the work. In ordinary/soft rock without blasting. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code36 - Earth work excavation for Foundation by mechanical means for all works and depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery and other appurtenaces required to complete the work. In ordinary/soft rock without blasting. Depth exceeding 1.5m, but not exceeding 3m etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code37 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code38 - Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code39 - Filling available excavated 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. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code40 - Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code41 - Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of materials, labour, usage charges of machinery etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code42 - 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 etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code43 - Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code44 - Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code45 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code46 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code47 - Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and bases support for tank. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code48 - Construction of Granular Sub-Base of required grading as per design 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 desired density, complete as per clause 401. For Grading -V Material etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code49 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.

code50 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc. Complete Including Loading and unloading charges with all lead and lifts and as directed by engineer incharge of work.