Providing distribution network to individual tanks of various series coming under filling of 88 tanks from the Hemavathy River to the augment of drinking water supply needs of 42 villages in Arakalagud Taluk Hassan District and other essential improvement works.

Activity chart of Providing distribution network to individual tanks of various series coming under filling of 88 tanks from the Hemavathy River to the augment of drinking water supply needs of 42 villages in Arakalagud Taluk Hassan District and other essential improvement works.. (Financial & Physical). (Total Duration - 15 Months (Including Monsoon)

Sl. No. Activity Year 2026-27 Year 2027-28

Quantity Unit Duration in Months July Aug Sept Oct Nov Dec Jan Feb Mar April May June July Aug Sept Oct Nov Total Amount 100000

1.01 Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soil Depth upto 1.5 m.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge 19290.30 cum 10.0 5.82 5.62 7.44 8.63 8.25 6.68 2.68 1.42 2.00 2.00 50.54 262.00 5054058.60 50.541 0.001

1.02 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge 27.00 cum 9.0 0.22 0.25 0.25 0.25 0.10 0.10 0.10 0.21 0.20 1.68 6213.90 167775.30 1.678 0.186417 -0.002

1.03 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, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 114.35 cum 10.0 1.00 1.00 1.00 1.20 0.30 0.20 0.50 0.98 0.80 0.50 7.48 6538.35 747660.32 7.477 0.8307336917 -0.003

1.04 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 5.50 t 9.0 MIL 0.40 0.60 0.60 0.80 0.25 0.25 0.25 0.25 0.44 3.84 69749.00 383619.50 3.836 1.9180975 0.4262438889 -0.004

1.05 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 75 mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1018.00 Rmtr 1.5 1.75 0.60 2.35 231.00 235158.00 2.352 1.17579 0.002

1.06 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 90mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1454.00 Rmtr 3.0 2.00 1.50 0.99 4.49 308.70 448849.80 4.488 0.748083 -0.002

1.07 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 110mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3877.00 Rmtr 4.5 0.73 4.00 4.00 4.00 4.00 16.73 431.55 1673119.35 16.731 5.5770645 0.001

1.08 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 140mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2167.00 Rmtr 3.0 3.29 4.50 5.50 13.29 613.20 1328804.40 13.288 2.6576088 -0.002

1.09 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 200mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 5329.00 Rmtr 10.0 5.39 7.50 8.00 9.50 3.50 3.00 8.00 9.50 4.00 4.00 62.39 1170.75 6238926.75 62.389 31.19463375 -0.001

1.10 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 250mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4142.00 Rmtr 9.5 9.84` 10.50 11.00 3.84 4.50 8.00 8.50 8.50 5.00 3.00 62.84 1517.25 6284449.50 62.844 15.71112375 0.004

1.11 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..Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 19745.00 cum 11.0 3.50 3.67 4.00 4.00 1.50 1.50 3.00 3.00 3.00 3.00 3.00 33.17 168.00 3317160.00 33.172 33.1716 0.002

1.12 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 50mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.5 0.12 0.12 5811.75 11623.50 0.116 -0.004

1.13 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 for80mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 6.00 Each 0.5 0.65 0.65 10912.65 65475.90 0.655 0.005

1.14 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 100 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 15.00 Each 1.0 1.71 1.71 11428.20 171423.00 1.714 0.004

1.15 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 150 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3.00 Each 0.5 0.55 0.55 18364.50 55093.50 0.551 0.2754675 0.001

1.16 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 200 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 14.00 Each 2.0 2.11 2.11 4.22 30144.45 422022.30 4.220 2.1101115 0.000

1.17 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 250 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 11.00 Each 3.0 1.37 2.00 2.00 5.37 48815.55 536971.05 5.370 0.89495175 -0.000

1.18 Providing 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 29.00 Each 5.0 2.58 2.00 0.75 0.50 1.00 1.75 8.58 29600.55 858415.95 8.584 2.8613865 0.004

2.01 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.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 36.25 100 Sqm 0.5 0.18 0.18 508.2 18422.25 0.184 0.0368445 0.004

2.02 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. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 543.75 cum 0.5 0.60 0.60 110.25 59948.44 0.599 0.2997421875 -0.001

2.03 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1096.24 cum 1.0 5.46 5.46 497.70 545598.65 5.456 1.36399662 -0.004

2.04 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-I (63 mm to 45 mm).Using Screening Crushable type such as Moorum or GravelComplete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 244.69 cum 1.0 5.56 5.56 2272.20 555984.62 5.560 5.55984618 -0.000

2.05 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-I (63 mm to 45 mm).Using Screening Crushable type such as Moorum or GravelComplete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 244.69 cum 1.0 5.38 5.38 2198.70 537999.90 5.380 -0.000

2.06 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 108.75 cum 2.0 0.20 0.36 0.56 517.65 56294.44 0.563 0.003

2.07 Earth work excavation for Foundation by mechanical means for all works & 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 & 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.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 60.78 cum 0.5 0.07 0.07 107.10 6509.97 0.065 0.000

2.08 Providing and laying in position 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 machinery, 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 required to complete the work.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3.33 cum 0.5 0.21 0.21 6213.90 20692.29 0.207 0.103461435 -0.003

2.09 Providing and laying in position 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 necessary, 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. 2.4.1 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 27.54 cum 1.0 1.98 1.98 7174.81 197594.27 1.976 0.987971337 -0.004

2.10 Providing and laying in position 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 15.88 cum 1.0 1.12 1.12 7061.41 112135.19 1.121 0.1868919847 0.001

2.11 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.70 t 1.0 1.19 1.19 69749.00 118712.10 1.187 0.3957070017 -0.003

2.12 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 11.67 cum 1.0 0.14 0.14 1226.40 14312.09 0.143 0.028624176 0.003

3.01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & 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 appurtenances required to complete the work.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 298.80 cum 2.0 0.15 0.15 0.30 99.75 29805.30 0.298 0.1490265 -0.002

3.02 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 302.80 cum 2.0 0.50 1.00 0.50 2.00 660.45 199984.26 2.000 0.49996065 -0.000

3.03 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 101.00 cum 3.0 2.45 2.00 2.00 6.45 6382.95 644677.95 6.447 6.4467795 -0.003

3.04 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 368.50 cum 6.5 2.53 8.00 8.00 3.00 3.00 4.00 4.00 32.53 8826.77 3252664.75 32.527 -0.003

3.05 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Canal & Allied Works. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 18.49 t 4.0 3.74 4.50 4.50 2.00 14.74 79710 1474077.03 14.741 0.001

3.06 Providing and filling murrum/gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent and all other ancillary operations complete. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 379.90 cum 2.0 2.00 1.27 3.27 861 327093.90 3.271 0.001

3.07 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 875.40 cum 2.0 1.5 2.86 4.36 497.7 435686.58 4.357 2.1784329 -0.003

3.08 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 45.50 m 5.0 0.03 0.03 0.02 0.01 0.02 0.11 242.55 11036.03 0.110 0.055180125 0.000

4.01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 30.00 Cum 0.25 0.03 0.03 99.75 2992.50 0.030 0.0049875 -0.000

4.02 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 35.03 Cum 0.5 0.11 0.11 313.95 10998.61 0.110 0.0366620345 -0.000

4.03 Providing and laying in position 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 machinery, 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 required to complete the work. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 8.97 Cum 0.5 0.56 0.56 6213.9 55738.68 0.557 0.111477366 -0.003

4.04 Providing and laying in position 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, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3.89 Cum 0.25 0.27 0.27 7012.65 27279.21 0.273 0.1363960425 0.003

4.05 Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4.68 Cum 0.25 0.52 0.52 11104.48 51968.97 0.520 0.129922416 -0.000

4.06 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 9.03 Cum 0.25 0.63 0.63 6923.7 62547.39 0.625 0.625473903 -0.005

4.07 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3.90 Cum 0.25 0.25 0.25 6490.05 25311.20 0.253 0.003

4.08 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.93 Cum 3.5 0.08 0.05 0.05 0.04 0.22 11650.69 22485.83 0.225 0.005

4.09 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.88 Cum 0.25 0.3 0.30 10280.02 29588.26 0.296 -0.004

4.10 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 33.35 Cum 0.25 0.09 0.09 279.3 9314.66 0.093 0.046573275 0.003

4.11 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 as per specifications . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 74.65 Sqm 1.5 0.33 0.70 1.03 1373.4 102518.82 1.025 0.512594082 -0.005

4.12 Providing and constructing non load bearing wall with solid concrete blocks of size 400x100x200mm having a block density not less than 1800kg/m3 having a minimum average compressive strength of 4.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials, labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 47.24 Sqm 2.5 0.15 0.25 0.15 0.55 1157.1 54661.40 0.547 0.09110234 -0.003

4.13 Providing and laying in position 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4.20 Cum 0.5 0.46 0.46 10965.36 46008.46 0.460 0.153361525 0.000

4.14 Providing and laying in position 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 10.28 Cum 1.0 1.06 1.06 10280.02 105658.05 1.057 0.2113160911 -0.003

4.15 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.55 t 2.0 0.46 0.19 0.57 0.82 2.04 80195 204205.32 2.042 1.021026621 0.002

4.16 Providing and laying in position 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. . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 0.47 Cum 0.25 0.05 0.05 9937.35 4695.40 0.047 0.01173849469 -0.003

4.17 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.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 17.46 Sqm 0.5 0.82 0.82 4701.9 82095.17 0.821 0.82095174 0.001

4.18 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 steel windows by welding. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 245.39 Kg 0.5 0.43 0.43 176.4 43285.91 0.433 0.003

4.19 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. 174.75 Sqm 0.5 0.64 0.64 364.35 63670.16 0.637 0.000

4.20 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 123.78 Sqm 0.5 0.50 0.50 401.1 49647.16 0.496 -0.004

4.21 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 m2. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.98 Sqm 0.25 0.08 0.08 4130.7 8178.79 0.082 0.04089393 0.002

4.22 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in Granite, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 Each 0.25 0.01 0.01 620.55 620.55 0.006 0.00310275 -0.004

4.23 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x 250 mm . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 Each 0.25 0.03 0.03 3129 3129.00 0.031 0.005215 0.001

4.24 Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 46.62 Sqm 0.25 0.38 0.38 825.3 38475.49 0.385 0.12825162 0.005

4.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 complete as per specifications and as per directions of Engineer-in-charge 221.37 Sqm 0.25 0.32 0.32 143.85 31844.07 0.318 0.063688149 -0.002

4.26 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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 complete as per specifications and as per directions of Engineer-in-charge. 123.78 Sqm 0.25 0.23 0.23 186.9 23134.01 0.231 0.1156700738 0.001

4.27 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 complete as per specifications and as per directions of Engineer-in-charge. 39.28 Sqm 0.25 0.07 0.07 175.35 6888.62 0.069 0.01722156187 -0.001

4.28 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 75mm dia., 6 kg/sqcm & class 3. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 51.20 m 0.25 0.12 0.12 231 11827.20 0.118 0.118272 -0.002

4.29 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 65.00 m 0.25 ` 0.17 0.17 254.1 16516.50 0.165 -0.005

4.30 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 65.00 m 0.25 0.22 0.22 333.9 21703.50 0.217 -0.003

4.31 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.20 mm nominal dia pipe. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 35.00 m 0.25 0.14 0.14 397.95 13928.25 0.139 -0.001

4.32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.25 mm nominal dia pipe . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 55.00 m 0.25 0.28 0.28 500.85 27546.75 0.275 0.13773375 -0.005

4.33 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 Each 0.25 0.05 0.05 5128.2 5128.20 0.051 0.025641 0.001

4.34 Providing and fixing brass bib cock of approved quality :15 mm nominal bore. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 9.00 No 0.25 0.03 0.03 300.3 2702.70 0.027 0.0045045 -0.003

4.35 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required :White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3.00 Each 0.25 0.09 0.09 3009.3 9027.90 0.090 0.030093 0.000

4.36 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 the base support for tank. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3000.00 L 0.25 0.28 0.28 9.45 28350.00 0.284 0.0567 0.003

4.37 Concealed Conduit System Supplying heavy PVC conduit pipe 25mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc , and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures.run with 18SWG G1 fish wire wherever necessary.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 80.00 m 0.25 0.07 0.07 81.9 6552.00 0.066 0.03276 -0.004

4.38 Supplying heavy gauge PVC Conduit Pipe 25 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 80.00 m 0.25 0.07 0.07 82.95 6636.00 0.066 0.01659 -0.004

4.39 Supplying and flush mounting powder coated metal/galvanised metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stove/C.C Wall 4-5 Way Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.001 0.00 185.85 371.70 0.004 0.003717 0.003

4.40 Supplying and flush mounting powder coated metal/galvanised metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stove/C.C Wall 10-12Way .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3.00 Each 0.25 0.01 0.01 334.95 1004.85 0.010 0.000

4.41 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box ,4 Module Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.001 0.00 183.75 367.50 0.004 0.003

4.42 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box ,10-12 Module Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 3.00 Each 0.25 0.01 0.01 361.2 1083.60 0.011 0.001

4.43 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6A One Way Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 22.00 Each 0.25 0.02 0.02 107.1 2356.20 0.024 0.011781 0.004

4.44 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6A Three Way socket . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 6.00 Each 0.25 0.01 0.01 179.55 1077.30 0.011 0.0053865 0.001

4.45 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped Fan Regulator Two Module .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.01 0.01 374.85 749.70 0.007 0.0012495 -0.003

4.46 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board 6A Batten Holder (PWD Electrical SR VOLUME-VI, P.No.10. I No-3.14.7. For the Year 2023-24) 12.00 Each 0.25 0.01 0.01 77.7 932.40 0.009 0.003108 -0.001

4.47 Supplying and fixing Metal Fan Box with Round Hook .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 No 0.25 0.00 0.002 122.85 245.70 0.002 0.0004914 0.000

4.48 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated,2*1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point up to 3Mtr from tapping point to out let via switch.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 5.00 Point 0.25 0.01 0.01 282.45 1412.25 0.014 0.00706125 0.004

4.49 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated,2*1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 10.00 Point 0.25 0.04 0.04 397.95 3979.50 0.040 0.00994875 -0.000

4.50 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated,2*1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Point 0.25 0.01 0.01 582.75 1165.50 0.012 0.011655 0.002

4.51 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694: 1.5mm2 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 150.00 m 0.25 0.04 0.04 27.3 4095.00 0.041 0.001

4.52 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694: 2.5mm2 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 60.00 m 0.25 0.03 0.03 44.1 2646.00 0.026 -0.004

4.53 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898.6-32 Amps DP .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.02 0.02 775.95 1551.90 0.016 -0.004

4.54 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 12 Way SP & N .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 Each 0.25 0.02 0.02 2445.45 2445.45 0.024 0.01222725 0.004

4.55 Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcol 150mm around the pipe to complete depth. The conncetion from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 if IS 732 using 12mm bolts,nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 No 0.25 0.04 0.04 3685.5 3685.50 0.037 0.0184275 -0.003

4.56 GI/Copper strips for grounding connections, using necessary fixing materials as required. 25X3mm GI Strip .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 7.00 m 0.25 0.01 0.01 86.1 602.70 0.006 0.0010045 -0.004

4.57 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 Each 0.25 0.01 0.01 1449 1449.00 0.014 0.00483 0.004

4.58 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 (10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) ) .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 0.03 Km 0.25 0.02 0.02 83193.6 2495.81 0.025 0.004991616 0.005

4.59 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 0.03 Km 0.25 0.01 0.01 21930.3 657.91 0.007 0.003289545 -0.003

4.60 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Medium Duty GI pipe of 40mm dia .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 m 0.25 0.01 0.01 512.4 1024.80 0.010 0.002562 0.000

4.61 Supplying of 1x4feet -PVC Batten with integrated LED tube 20/22 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4.00 Each 0.25 0.03 0.03 724.5 2898.00 0.029 0.02898 -0.001

4.62 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall/ ceiling / Rafter / Girders .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 9.00 Each 0.25 0.01 0.01 128.1 1152.90 0.012 0.002

4.63 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.06 0.06 3133.2 6266.40 0.063 0.003

4.64 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.001 0.001 179.55 359.10 0.004 0.003

4.65 Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge For thickness of tiles 10 mm to 25 mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 8.51 Sqm 0.25 0.001 0.002 0.003 50.4 428.90 0.004 0.00214452 0.001

4.66 Removing of existing old or broken wash basin / urinals/ Indian Water closet/ European Water closet and disposing it with all cost and conveyance labour for all items of work, HOM with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.010 0.01 423.15 846.30 0.008 0.0042315 -0.002

4.67 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 30.03 Sqm 0.25 0.08 0.08 252 7567.56 0.076 0.0126126 -0.004

4.68 Removing white wash or colour wash by steel brushing and / or scraping, sand papering and preparing wall surface smooth including repairs to scraches including cost of labour, material complete as per specifications.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 794.83 Sqm 0.25 0.11 0.11 13.65 10849.36 0.108 0.0361645375 -0.002

4.69 Extra for removing white wash or colour wash by steel brushing and / or scraping, sand papering the ceiling and / or sloping roof surface smooth including repairs to scraches, cost of material, labour, complete as per specifications. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 88.41 Sqm 0.25 0.01 0.01 10.5 928.25 0.009 0.001856505 -0.001

4.70 Removing the old paint or polish from wood and / or wood based surface with paint remover of approved brand / manufacturer and making surface even including cost of materials, labour, complete as per specifications.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 15.84 Sqm 0.25 0.02 0.02 99.75 1580.04 0.016 0.0079002 -0.004

4.71 Removing the old paint from steel and / or other metal surface with hand scraping and making surface even including cost of labour, complete as per specifications. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 15.84 Sqm 0.25 0.02 0.02 127.05 2012.47 0.020 0.00503118 0.000

4.72 Repairs to plaster in patches of 2.5 m2 and less in walls, ceilings 10 to 20mm thick in cement mortar 1:3 including cutting the patches in proper shape and replastering the surface of the wall including disposal of rubbish with a lead of 50m including curing cost of materials, labour, complete as per specification.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 28.23 Sqm 0.25 0.12 0.12 414.75 11706.32 0.117 0.1170631875 0.000

4.73 Repairing and fixing shutters (panelled or glazed) to doors, windows, ventilators and cupboa.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 15.84 Sqm 0.25 0.16 0.16 1023.75 16216.20 0.162 0.000

4.74 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 9.01 Sqm 0.25 0.10 0.10 1157.1 10425.47 0.104 0.004

4.75 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 49.74 Sqm 0.25 0.58 0.58 1157.1 57554.15 0.576 -0.004

4.76 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications..Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 0.90 Cum 0.25 1.17 1.17 130412.1 117126.37 1.171 0.5856318366 0.001

4.77 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 30.03 Sqm 0.25 2.17 2.17 7241.85 217472.76 2.175 1.0873637775 0.005

4.78 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m.including cost of materials, labour charges, complete as per specifications. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 16.00 No 0.25 0.17 0.17 1065.75 17052.00 0.171 0.02842 0.001

4.79 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 6 mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 96.00 No 0.25 0.05 0.05 51.45 4939.20 0.049 0.016464 -0.001

4.80 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 32.00 No 0.25 0.15 0.15 472.5 15120.00 0.151 0.03024 0.001

4.81 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Tower Bolts 200x10mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 16.00 No 0.25 0.03 0.03 157.5 2520.00 0.025 0.0126 -0.005

4.82 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 16.00 No 0.25 0.01 0.01 57.75 924.00 0.009 0.00231 -0.001

4.83 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 48.00 No 0.25 0.14 0.14 288.75 13860.00 0.139 0.1386 -0.001

4.84 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 16.00 No 0.25 0.05 0.05 288.75 4620.00 0.046 -0.004

4.85 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 40.00 m 0.25 0.17 0.17 431.55 17262.00 0.173 0.003

4.86 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete,including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 No 0.25 0.13 0.13 6275.85 12551.70 0.126 -0.004

4.87 Providing and fixing Wall Mixer Telephonic with L Shaped tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.16 0.16 8186.85 16373.70 0.164 0.0818685 0.004

4.88 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end ) 25 mm nominal bore .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 No 0.25 0.01 0.01 576.45 1152.90 0.012 0.0057645 0.002

4.89 Providing and fixing PTMT grating of approved quality and colour, Rectangular type with openable circular lid.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 6.00 Each 0.25 0.01 0.01 212.1 1272.60 0.013 0.002121 0.003

4.90 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink without drain board 610x460 mm bowl depth 200 mm.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.06 0.06 2982 5964.00 0.060 0.01988 -0.000

4.91 Providing and fixing Sink cock with swivel spout & wall flange, wall mountable made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 No 0.25 0.04 0.04 2024.4 4048.80 0.040 0.0080976 0.000

4.92 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Semi rigid pipe:40mm dia .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.001 0.001 92.4 184.80 0.002 0.000924 0.001

4.93 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4.00 Each 0.25 0.03 0.03 651 2604.00 0.026 0.00651 -0.004

4.94 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.03 0.03 1281 2562.00 0.026 0.02562 -0.004

4.95 Providing and fixing Towel rail 600mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 0.25 0.03 0.03 1325.1 2650.20 0.027 -0.003

4.96 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade 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 complete as per specifications and as per directions of Engineer-in-charge. 485.10 Sqm 0.3 0.27 0.27 55.65 26995.54 0.270 -0.000

4.97 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 complete as per specifications and as per directions of Engineer-in charge. 485.10 Sqm 0.3 0.65 0.65 133.35 64687.42 0.647 -0.003

4.98 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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 complete as per specifications and as per directions of Engineer-in-charge. 309.73 Sqm 0.5 0.57 0.57 182.7 56587.67 0.566 0.282938355 -0.004

4.99 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 complete as per specifications and as per directions of Engineer-in-charge. 93.92 Sqm 0.5 0.16 0.16 175.35 16468.52 0.165 0.0823426065 0.005

4.100 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2 l/per m2 , having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 l/m2 , and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 108.03 Sqm 0.5 0.84 0.84 773.85 83595.15 0.836 0.1393252437 -0.004

5.01 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 sluice Valve of PN - 10.0 and 50mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 10.00 Each 0.5 0.58 0.58 5811.75 58117.50 0.581 0.193725 0.001

5.02 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 sluice Valve of PN - 10.0 and 100mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 10.00 Each 0.5 1.14 1.14 11428.2 114282.00 1.143 0.228564 0.003

5.03 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 sluice Valve of PN - 10.0 and 150mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 5.00 Each 0.5 0.92 0.92 18364.5 91822.50 0.918 0.4591125 -0.002

5.04 Providing & fixing foldable ladder 1500mm height with aluminium body and fibre foot steps.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 No 0.5 0.03 0.03 2992.5 2992.50 0.030 0.00748125 -0.000

5.05 Arc welding machine 9/10 kVA .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 1.00 No 6.0 0.29 0.29 29285.55 29285.55 0.293 0.2928555 0.003

5.06 Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata, All kinds of soils. Depth exceeding 1.5 m, but not exceeding 3 m .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 223.03 cum 0.5 0.78 0.78 347.55 77513.59 0.775 -0.005

5.07 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 315mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 12.20 Rmtr 0.5 0.26 0.26 2105.25 25684.05 0.257 -0.003

5.08 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 250mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 12.20 m 0.5 0.19 0.19 1517.25 18510.45 0.185 -0.005

5.09 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 200mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 6.10 m 0.5 0.07 0.07 1170.75 7141.58 0.071 0.035707875 0.001

5.10 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 140mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 12.20 m 0.5 0.07 0.07 613.2 7481.04 0.075 0.0374052 0.005

5.11 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 90mm dia., 6 kg/sqcm & class 3 (CSR for Water Supply & Sewerage Works 2023-24, Page No 113,SL NO 10.1.6) 6.10 m 0.5 0.02 0.02 308.7 1883.07 0.019 0.00313845 -0.001

5.12 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.315mm dia PVC couplers .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4.00 Each 1.0 0.05 0.05 1247.4 4989.60 0.050 0.016632 -0.000

5.13 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.250mm dia PVC couplers.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4.00 Each 1.0 0.03 0.03 691.95 2767.80 0.028 0.0055356 -0.002

5.14 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.200mm dia PVC couplers .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2.00 Each 1.0 0.01 0.01 496.65 993.30 0.010 0.0049665 -0.000

5.15 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.140mm dia PVC couplers .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 4.00 Each 1.0 0.01 0.01 229.95 919.80 0.009 0.0022995 -0.001

5.16 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc.complete for 90mm dia PVC couplers.Complete with all lead, lifts,loading and unloading charges etc.,as per direction of Engineer in charge. 2.00 Each 6.0 0.001 0.00 131.25 262.50 0.003 0.002625 0.002

5.17 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..Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 223.03 cum 2.0 0.15 0.22 0.37 168 37468.81 0.375 0.005

5.18 Supply, Delivery at Site, erection, electrification, of 2.2 KW Vacuum Pump, Motor & Required GI Fittings & Valves. Work Includes Dismantling the old Pump making New Bed for New Pump and fixing the new Pump, Motor, 40mm GI Line from Vacuum to 3 Nos of Project Pumps Suction side line and commissioning pump Successfully. Complete as per the directions of Engineer in charge. 1.00 Job 0.5 1.36 1.36 135500 135500.00 1.355 0.000

5.19 Providing Grease GEM-RR3 for lubrication of Pumps .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 30.00 Kg 0.5 0.10 0.10 317 9510.00 0.095 0.000

5.20 Supply and fixing in position Side gland bush. 150 HP to 250 HP .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 6.00 Each 0.5 0.13 0.13 2205 13230.00 0.132 0.06615 0.002

5.21 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. Diameter of delivery pipe : 300 mm Thickness of plate : 08 mm. note: Rate per m of pipe = Rate per tonne x Weight of pipe per m Weight of pipe per m for specified diameter and plate thickness= 0.373 x Diameter of pipe in mm x Plate thickness in mm / 14400 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 21.90 m 2.0 1.02 1.02 2.05 9344.76 204650.24 2.047 1.02325122 0.000

5.22 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge 3680.00 cm 1.0 0.15 0.15 4.2 15456.00 0.155 0.02576 0.005

5.23 Supply of Table rubbed polished stone 18mm thick 75 by 50cm Granite stone.Complete with all lead, lifts, loading and unloading charges etc.as per direction of Engineer in charge. 2.40 sqm 1.0 0.04 0.04 1500 3600.00 0.036 0.012 -0.004

5.24 Engraving letters in hard stone .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 2775.80 cm 1.0 0.29 0.29 10.5 29145.90 0.291 0.0582918 0.001

Cumulative Mile stone 39.17 134.71 276.50 356.68 397.09 3.89

Detials for price adjustment clause

Name of Work : Providing distribution network to individual tanks of various series coming under filling of 88 tanks from the Hemavathy River to the augment of drinking water supply needs of 42 villages in Arakalagud Taluk Hassan District and other essential improvement works

Sl. No. DESCRIPTION UNIT ESTIMATE CEMENT issue rate 08.10.2025 STEEL PVC PIPES hire chagres Machinery and equipments Labour Fuel

QTY RATE AMOUNT Cement Constant (Bag/Cum) Qty in Bags Rate Total Cost of Cement Steel Constant Qty in MT Rate Amount Material cost of pipe /m total qty Total Cost of pvc pipe % of Machinery componet in the finished rate Qty Rate Amount % of Labour componet in the finished rate Qty Rate Amount % of Labour componet in the finished rate Qty Rate Amount

1.01 Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata. All kinds of soil Depth upto 1.5 m.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge cum 19290.30 262.00 5054058.60 0 0 0 0 0 0 0 0 0 0 0 30.00% 19290.30 262.00 1516217.58 25.00% 19290.30 262.00 1263514.65 45.00% 19290.30 262.00 2274326.37 5054058.6 0.00

1.02 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. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates.. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge cum 27.00 6213.90 167775.30 4.4 118.8 280.00 33264.00 0 0 0 0 0 0 0 6.14% 27.00 6213.90 10301.40 30.47% 27.00 6213.90 51121.13 94686.54 73088.76

1.03 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, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 114.35 6538.35 747660.32 6.8 777.58 280.00 217722.40 0 0 0 0 0 0 0 10.35% 114.35 6538.35 77382.84 9.27% 114.35 6538.35 69308.11 364413.36 383246.97

1.04 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. t 5.50 69749.00 383619.50 0 0 0 0 96.75% 5.50 69749.00 371151.87 0 0 0 2.27% 5.50 69749.00 8708.16 0.47% 5.50 69749.00 1803.01 381663.04 1956.46

1.05 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 75 mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Rmtr 1018.00 231.00 235158.00 123 1018.00 125214.00 - 32.00 1018.00 32576 - 76.00 1018.00 77368.00 235158 0.00

1.06 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 90mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Rmtr 1454.00 308.70 448849.80 174 1454.00 252996.00 - 44.70 1454.00 64993.8 - 90.00 1454.00 130860.00 448849.8 0.00

1.07 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 110mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Rmtr 3877.00 431.55 1673119.35 255 3877.00 988635.00 - 64.55 3877.00 250260.35 - 112.00 3877.00 434224.00 1673119.35 0.00

1.08 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 140mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Rmtr 2167.00 613.20 1328804.40 398 2167.00 862466.00 - 97.20 2167.00 210632.4 - 118.00 2167.00 255706.00 1328804.4 0.00

1.09 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 200mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Rmtr 5329.00 1170.75 6238926.75 831 5329.00 4428399.00 - 198.75 5329.00 1059138.75 - 141.00 5329.00 751389.00 6238926.75 0.00

1.10 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc.complete For 250mm diameter 6kg/sqcm and class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Rmtr 4142.00 1517.25 6284449.50 1100 4142.00 4556200.00 - 260.25 4142.00 1077955.5 - 157.00 4142.00 650294.00 6284449.5 0.00

1.11 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..Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 19745.00 168.00 3317160.00 100.00% 19745.00 168.00 3317160.00 3317160 0.00

1.12 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 50mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 5811.75 11623.50 - 0 11623.50

1.13 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 for80mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 6.00 10912.65 65475.90 - 0 65475.90

1.14 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 100 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 15.00 11428.20 171423.00 - 0 171423.00

1.15 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 150 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 3.00 18364.50 55093.50 - 0 55093.50

1.16 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 200 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 14.00 30144.45 422022.30 - 0 422022.30

1.17 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 250 mm diameter PN-10.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 11.00 48815.55 536971.05 - 0 536971.05

1.18 Providing 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 29.00 29600.55 858415.95 0 858415.95

2.01 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.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. 100 Sqm 36.25 508.2 18422.25 0 18422.25

2.02 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. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 543.75 110.25 59948.44 0 59948.44

2.03 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 1096.24 497.70 545598.65 13.87% 1096.24 497.70 75674.53 0.69% 1096.24 497.70 3764.63 79439.16315 466159.48

2.04 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-I (63 mm to 45 mm).Using Screening Crushable type such as Moorum or GravelComplete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 244.69 2272.20 555984.62 0 555984.62

2.05 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading-I (63 mm to 45 mm).Using Screening Crushable type such as Moorum or GravelComplete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 244.69 2198.70 537999.90 0 537999.90

2.06 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 108.75 517.65 56294.44 0 56294.44

2.07 Earth work excavation for Foundation by mechanical means for all works & 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 & 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.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 60.78 107.10 6509.97 30.00% 60.78 107.10 1952.98992 25.00% 60.78 107.10 1627.4916 50.00% 60.78 107.10 3254.9832 6835.46472 -325.50

2.08 Providing and laying in position 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 machinery, 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 required to complete the work.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 3.33 6213.90 20692.29 4.4 14.652 280.00 4102.56 6.14% 3.33 6213.90 1270.51 30.47% 3.33 6213.90 6304.94 11678.00627 9014.28

2.09 Providing and laying in position 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 necessary, 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. 2.4.1 Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 27.54 7174.81 197594.27 4.8 132.192 280.00 37013.76 3.09% 27.54 7174.81 6105.66 34.17% 27.54 7174.81 67517.96 110637.384 86956.88

2.10 Providing and laying in position 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 necessary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 15.88 7061.41 112135.19 6.8 107.984 280.00 30235.52 10.35% 15.88 7061.41 11605.99 9.27% 15.88 7061.41 10394.93 52236.44443 59898.75

2.11 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.All other type of structures.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. t 1.70 69749.00 118712.10 96.75% 1.70 69749.00 114853.96 2.27% 1.70 69749.00 2694.76 0.47% 1.70 69749.00 557.95 118106.6688 605.43

2.12 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification Granular material .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 11.67 1226.40 14312.09 13.87% 11.67 1226.40 1985.09 0.69% 11.67 497.70 40.08 2025.1629027 12286.93

3.01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & 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 appurtenances required to complete the work.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 298.80 99.75 29805.30 30.00% 298.80 99.75 8941.59 25.00% 298.80 99.75 7451.325 50.00% 298.80 99.75 14902.65 31295.565 -1490.27

3.02 Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 302.80 660.45 199984.26 0 199984.26

3.03 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 101.00 6382.95 644677.95 4.8 484.8 280.00 135744.00 6.34% 101.00 7174.81 45943.18 29.64% 101.00 7174.81 214787.98 396475.1604 248202.79

3.04 Providing and laying in position 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 necessary, 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 368.50 8826.77 3252664.75 6.8 2505.8 281.00 704129.80 10.35% 368.50 7175.81 273683.60 9.27% 368.50 7175.81 245125.31 1222938.71 2029726.03

3.05 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Canal & Allied Works. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. t 18.49 79710 1474077.03 85.00% 18.49 79710.00 1252965.48 15.00% 18.49 79710.00 221111.55 1474077.03 0.00

3.06 Providing and filling murrum/gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent and all other ancillary operations complete. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 379.90 861 327093.90 0 327093.90

3.07 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 875.40 497.7 435686.58 4.8 4201.92 400.00 1680768.00 1680768 -1245081.42

3.08 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 45.50 242.55 11036.03 0 11036.03

4.01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & 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 appurtenances required to complete the work.In all kinds of soils upto 300 mm depth. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 30.00 99.75 2992.50 30.00% 30.00 99.75 897.75 25.00% 30.00 99.75 748.125 50.00% 30.00 99.75 1496.25 3142.125 -149.63

4.02 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 35.03 313.95 10998.61 30.00% 35.03 313.95 3299.583105 25.00% 35.03 313.95 2749.6525875 50.00% 35.03 313.95 5499.305175 11548.54087 -549.93

4.03 Providing and laying in position 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 machinery, 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 required to complete the work. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 8.97 6213.9 55738.68 4.4 39.468 280.00 11051.04 6.14% 8.97 6213.90 3422.36 30.47% 8.97 6213.90 16983.58 31456.97185 24281.71

4.04 Providing and laying in position 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, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 3.89 7012.65 27279.21 6.4 24.896 280.00 6970.88 3.55% 3.89 7012.65 968.41 24.92% 3.89 7012.65 6797.98 14737.27066 12541.94

4.05 Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 4.68 11104.48 51968.97 6.4 29.952 280.00 8386.56 2.32% 4.68 11104.48 1205.68 26.56% 4.68 11104.48 13802.96 23395.1975 28573.77

4.06 Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 9.03 6923.7 62547.39 0 62547.39

4.07 Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand). Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 3.90 6490.05 25311.20 0 25311.20

4.08 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 1.93 11650.69 22485.83 6.4 12.352 280.00 3458.56 4.65% 1.93 11650.69 1045.59 27.52% 1.93 11650.69 6188.10 10692.25206 11793.58

4.09 Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 2.88 10280.02 29588.26 6.4 18.420672 280.00 5157.79 4.65% 2.88 10280.02 1375.85 27.52% 2.88 10280.02 8142.69 14676.33203 14911.93

4.10 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 33.35 279.3 9314.66 100.00% 33.350 279.300 9314.66 - - - - #VALUE! #VALUE!

4.11 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 as per specifications . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 74.65 1373.4 102518.82 0 102518.82

4.12 Providing and constructing non load bearing wall with solid concrete blocks of size 400x100x200mm having a block density not less than 1800kg/m3 having a minimum average compressive strength of 4.00 N/mm2 confirming to IS 2185 (Part 1):2005 and constructed with CM 1:4, as per IS 2572:2005 including cost of all materials, labour charges, scaffolding, curing, hire charges of machineries etc., complete as per specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 47.24 1157.1 54661.40 0 54661.40

4.13 Providing and laying in position 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 4.20 10965.36 46008.46 6.4 26.85312 280.00 7518.87 4.65% 4.20 10965.36 2139.39 27.52% 4.20 10965.36 12661.53 22319.79437 23688.66

4.14 Providing and laying in position 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. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 10.28 10280.02 105658.05 6.4 65.7792 280.00 18418.18 4.65% 10.28 10280.02 4913.10 27.52% 10.28 10280.02 29077.09 52408.36926 53249.68

4.15 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 / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. t 2.55 80195 204205.32 86.00% 2.55 80195.00 175616.58 14.00% 2.55 80195.00 28588.75 204205.3242 0.00

4.16 Providing and laying in position 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. . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 0.47 9937.35 4695.40 6.4 3.024 280.00 846.72 4.65% 0.47 9937.35 218.34 27.52% 0.47 9937.35 1292.17 2357.229496 2338.17

4.17 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.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 17.46 4701.9 82095.17 0 82095.17

4.18 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 steel windows by welding. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Kg 245.39 176.4 43285.91 0 43285.91

4.19 Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 174.75 364.35 63670.16 0 63670.16

4.20 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 123.78 401.1 49647.16 0 49647.16

4.21 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 m2. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 1.98 4130.7 8178.79 0 8178.79

4.22 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in Granite, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 1.00 620.55 620.55 0 620.55

4.23 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required: White glazed fire clay kitchen sink of size 600x450x 250 mm . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 1.00 3129 3129.00 0 3129.00

4.24 Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 46.62 825.3 38475.49 0 38475.49

4.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer 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 complete as per specifications and as per directions of Engineer-in-charge Sqm 221.37 143.85 31844.07 0 31844.07

4.26 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives with pure Acrylic Resin, UV resistant, dirt & pick up resistant, Alkali & Water resistant of required shade: New work (Two coats applied @ 1.43 L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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 complete as per specifications and as per directions of Engineer-in-charge. Sqm 123.78 186.9 23134.01 0 23134.01

4.27 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 complete as per specifications and as per directions of Engineer-in-charge. Sqm 39.28 175.35 6888.62 0 6888.62

4.28 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 75mm dia., 6 kg/sqcm & class 3. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 51.20 231 11827.20 0 11827.20

4.29 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal dia Pipes. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 65.00 254.1 16516.50 0 16516.50

4.30 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal dia Pipes . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 65.00 333.9 21703.50 0 21703.50

4.31 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.20 mm nominal dia pipe. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 35.00 397.95 13928.25 0 13928.25

4.32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.25 mm nominal dia pipe . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 55.00 500.85 27546.75 0 27546.75

4.33 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 1.00 5128.2 5128.20 0 5128.20

4.34 Providing and fixing brass bib cock of approved quality :15 mm nominal bore. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 9.00 300.3 2702.70 0 2702.70

4.35 Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required :White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 3.00 3009.3 9027.90 0 9027.90

4.36 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 the base support for tank. Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. L 3000.00 9.45 28350.00 0 28350.00

4.37 Concealed Conduit System Supplying heavy PVC conduit pipe 25mm dia 2mm thick confirming to IS 2509 with suitable size bends, metal/PVC junction boxes, adhesive paste etc , and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures.run with 18SWG G1 fish wire wherever necessary.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 80.00 81.9 6552.00 0 6552.00

4.38 Supplying heavy gauge PVC Conduit Pipe 25 dia 2 mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 80.00 82.95 6636.00 0 6636.00

4.39 Supplying and flush mounting powder coated metal/galvanised metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stove/C.C Wall 4-5 Way Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 185.85 371.70 0 371.70

4.40 Supplying and flush mounting powder coated metal/galvanised metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stove/C.C Wall 10-12Way .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 3.00 334.95 1004.85 0 1004.85

4.41 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box ,4 Module Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 183.75 367.50 0 367.50

4.42 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box ,10-12 Module Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 3.00 361.2 1083.60 0 1083.60

4.43 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6A One Way Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 22.00 107.1 2356.20 0 2356.20

4.44 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 6A Three Way socket . Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 6.00 179.55 1077.30 0 1077.30

4.45 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293 Stepped Fan Regulator Two Module .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 374.85 749.70 0 749.70

4.46 Supplying And fixing/replacing of 6/16/32A electrical accessories on existing switch board 6A Batten Holder (PWD Electrical SR VOLUME-VI, P.No.10. I No-3.14.7. For the Year 2023-24) Each 12.00 77.7 932.40 0 932.40

4.47 Supplying and fixing Metal Fan Box with Round Hook .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 2.00 122.85 245.70 0 245.70

4.48 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated,2*1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Short point up to 3Mtr from tapping point to out let via switch.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Point 5.00 282.45 1412.25 0 1412.25

4.49 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated,2*1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Point 10.00 397.95 3979.50 0 3979.50

4.50 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit/casing capping using 1100V Grade, COPPER conductor flexible multistrand FRLS PVC insulated,2*1.5 Sq.mm Cable confirming to the GTP without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet.Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Point 2.00 582.75 1165.50 0 1165.50

4.51 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694: 1.5mm2 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 150.00 27.3 4095.00 0 4095.00

4.52 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694: 2.5mm2 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 60.00 44.1 2646.00 0 2646.00

4.53 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' cure, indicator ON/OFF, energy cross-3 with Short circuit breaking cappacity of 10K and complete wiring as required. Confirming to IEC 60898.6-32 Amps DP .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 775.95 1551.90 0 1551.90

4.54 Supplying and fixing regular MCB distribution boards on wall/ood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase/3 phase/single door with powder coated painting Made out of 14 SWG MS enclosure. 12 Way SP & N .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 1.00 2445.45 2445.45 0 2445.45

4.55 Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcol 150mm around the pipe to complete depth. The conncetion from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 if IS 732 using 12mm bolts,nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 1.00 3685.5 3685.50 0 3685.50

4.56 GI/Copper strips for grounding connections, using necessary fixing materials as required. 25X3mm GI Strip .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 7.00 86.1 602.70 0 602.70

4.57 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 1.00 1449 1449.00 0 1449.00

4.58 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 (10 Sqmm, 2 Core, (9 GI Strips - 4 x 0.8 mm) ) .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Km 0.03 83193.6 2495.81 0 2495.81

4.59 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable 2.5 to 25 Sqmm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Km 0.03 21930.3 657.91 0 657.91

4.60 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Medium Duty GI pipe of 40mm dia .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 2.00 512.4 1024.80 0 1024.80

4.61 Supplying of 1x4feet -PVC Batten with integrated LED tube 20/22 W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V@ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 4.00 724.5 2898.00 0 2898.00

4.62 Fixing all types and all capacities of fluorescent /false ceiling / spot light / CFL / LED fittings indoor on the wall/ ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps. On wall/ ceiling / Rafter / Girders .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 9.00 128.1 1152.90 0 1152.90

4.63 Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS-374- 1979 and with double ball bearing system.48" Sweep (1200 mm) Regular model .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 3133.2 6266.40 0 6266.40

4.64 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 / 0.0076 inch PVC insulated twin twisted copper wire and wiring.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 179.55 359.10 0 359.10

4.65 Dismantling tile work in floors and roofs laid in cement mortar including stacking material to the appropriate disposal area as per direction of Engineer-in-charge For thickness of tiles 10 mm to 25 mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 8.51 50.4 428.90 0 428.90

4.66 Removing of existing old or broken wash basin / urinals/ Indian Water closet/ European Water closet and disposing it with all cost and conveyance labour for all items of work, HOM with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 423.15 846.30 0 846.30

4.67 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in-charge. Of area 3 m² and below.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 30.03 252 7567.56 0 7567.56

4.68 Removing white wash or colour wash by steel brushing and / or scraping, sand papering and preparing wall surface smooth including repairs to scraches including cost of labour, material complete as per specifications.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 794.83 13.65 10849.36 0 10849.36

4.69 Extra for removing white wash or colour wash by steel brushing and / or scraping, sand papering the ceiling and / or sloping roof surface smooth including repairs to scraches, cost of material, labour, complete as per specifications. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 88.41 10.5 928.25 0 928.25

4.70 Removing the old paint or polish from wood and / or wood based surface with paint remover of approved brand / manufacturer and making surface even including cost of materials, labour, complete as per specifications.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 15.84 99.75 1580.04 0 1580.04

4.71 Removing the old paint from steel and / or other metal surface with hand scraping and making surface even including cost of labour, complete as per specifications. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 15.84 127.05 2012.47 0 2012.47

4.72 Repairs to plaster in patches of 2.5 m2 and less in walls, ceilings 10 to 20mm thick in cement mortar 1:3 including cutting the patches in proper shape and replastering the surface of the wall including disposal of rubbish with a lead of 50m including curing cost of materials, labour, complete as per specification.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 28.23 414.75 11706.32 0 11706.32

4.73 Repairing and fixing shutters (panelled or glazed) to doors, windows, ventilators and cupboa.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 15.84 1023.75 16216.20 0 16216.20

4.74 Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per m2 including pointing .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 9.01 1157.1 10425.47 0 10425.47

4.75 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 49.74 1157.1 57554.15 0 57554.15

4.76 Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications..Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Cum 0.90 130412.1 117126.37 0 117126.37

4.77 Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 30.03 7241.85 217472.76 0 217472.76

4.78 Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m.including cost of materials, labour charges, complete as per specifications. .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 16.00 1065.75 17052.00 0 17052.00

4.79 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete.Fastener with threaded dia 6 mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 96.00 51.45 4939.20 0 4939.20

4.80 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Handles 200mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 32.00 472.5 15120.00 0 15120.00

4.81 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Tower Bolts 200x10mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 16.00 157.5 2520.00 0 2520.00

4.82 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 16.00 57.75 924.00 0 924.00

4.83 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete 125x85x5.5 mm.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 48.00 288.75 13860.00 0 13860.00

4.84 Providing and fixing Stainless Steel Fixtures conforming to 304 graded steel as per direction of engineer in charge SS Aldrop 16mm dia, 200mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 16.00 288.75 4620.00 0 4620.00

4.85 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 40.00 431.55 17262.00 255 40.00 10200.00 - 64.55 40.00 2582 - 112.00 40.00 4480.00 17262 0.00

4.86 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete,including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 2.00 6275.85 12551.70 0 12551.70

4.87 Providing and fixing Wall Mixer Telephonic with L Shaped tubular bend set for overhead shower made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Premium .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 8186.85 16373.70 0 16373.70

4.88 Providing and fixing Brass full way valve gate with C.I. wheel of approved quality (screwed end ) 25 mm nominal bore .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 2.00 576.45 1152.90 0 1152.90

4.89 Providing and fixing PTMT grating of approved quality and colour, Rectangular type with openable circular lid.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 6.00 212.1 1272.60 0 1272.60

4.90 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink without drain board 610x460 mm bowl depth 200 mm.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 2982 5964.00 0 5964.00

4.91 Providing and fixing Sink cock with swivel spout & wall flange, wall mountable made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 2.00 2024.4 4048.80 0 4048.80

4.92 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:Semi rigid pipe:40mm dia .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 92.4 184.80 0 184.80

4.93 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 4.00 651 2604.00 0 2604.00

4.94 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 1281 2562.00 0 2562.00

4.95 Providing and fixing Towel rail 600mm length made of Stainless steel with all concealed fitting arrangements & all necessary accesories complete - Class Economy .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 1325.1 2650.20 0 2650.20

4.96 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade 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 complete as per specifications and as per directions of Engineer-in-charge. Sqm 485.10 55.65 26995.54 0 26995.54

4.97 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 complete as per specifications and as per directions of Engineer-in charge. Sqm 485.10 133.35 64687.42 0 64687.42

4.98 Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, 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 complete as per specifications and as per directions of Engineer-in-charge. Sqm 309.73 182.7 56587.67 0 56587.67

4.99 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 complete as per specifications and as per directions of Engineer-in-charge. Sqm 93.92 175.35 16468.52 0 16468.52

4.100 Providing and Applying PU based Elastomeric Liquid Applied PU Waterproofing Membrane single component, cold applied, water based acrylic PU dispersion with highly elastic and UV resistant water proofing treatment to the Existing Roof surface/Chajjas/Sunken portion of WC:Bathroom applied @ 1.2 l/per m2 , having tensile strength greater than 1.5N/mm2, elongation greater than 300% with solid content not less than 60% in 2 coats including surface preparation, priming the surface with water based acrylic primer @0.1 l/m2 , and spreading 60 gsm geotextile between two top coats completely as per specification. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Sqm 108.03 773.85 83595.15 0 83595.15

5.01 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 sluice Valve of PN - 10.0 and 50mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 10.00 5811.75 58117.50 0 58117.50

5.02 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 sluice Valve of PN - 10.0 and 100mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 10.00 11428.2 114282.00 0 114282.00

5.03 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 sluice Valve of PN - 10.0 and 150mm .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 5.00 18364.5 91822.50 0 91822.50

5.04 Providing & fixing foldable ladder 1500mm height with aluminium body and fibre foot steps.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 1.00 2992.5 2992.50 0 2992.50

5.05 Arc welding machine 9/10 kVA .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. No 1.00 29285.55 29285.55 0 29285.55

5.06 Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata, All kinds of soils. Depth exceeding 1.5 m, but not exceeding 3 m .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 223.03 347.55 77513.59 30.00% 223.03 347.55 23254.08 25.00% 223.03 347.55 19378.39857 50.00% 223.03 347.55 38756.79714 81389.27399 -3875.68

5.07 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 315mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Rmtr 12.20 2105.25 25684.05 1550 12.20 18910 - 365.25 12.20 4456.05 - 190.00 12.20 2318.00 25684.05 0.00

5.08 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 250mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 12.20 1517.25 18510.45 1100 12.20 13420 - 260.25 12.20 3175.05 - 157.00 12.20 1915.40 18510.45 0.00

5.09 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 200mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 6.10 1170.75 7141.58 831 6.10 5069.1 - 198.75 6.10 1212.375 - 141.00 6.10 860.10 7141.575 0.00

5.10 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 140mm dia., 6 kg/sqcm & class 3 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 12.20 613.2 7481.04 398 12.20 4855.6 - 97.20 12.20 1185.84 - 118.00 12.20 1439.60 7481.04 0.00

5.11 Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 90mm dia., 6 kg/sqcm & class 3 (CSR for Water Supply & Sewerage Works 2023-24, Page No 113,SL NO 10.1.6) m 6.10 308.7 1883.07 174 6.10 1061.4 - 44.70 6.10 272.67 - 90.00 6.10 549.00 1883.07 0.00

5.12 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.315mm dia PVC couplers .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 4.00 1247.4 4989.60 0 4989.60

5.13 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.250mm dia PVC couplers.Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 4.00 691.95 2767.80 0 2767.80

5.14 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.200mm dia PVC couplers .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 2.00 496.65 993.30 0 993.30

5.15 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete.140mm dia PVC couplers .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 4.00 229.95 919.80 0 919.80

5.16 Supplying of special moulded variety PVC couplers as per IS 7834/1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc.complete for 90mm dia PVC couplers.Complete with all lead, lifts,loading and unloading charges etc.,as per direction of Engineer in charge. Each 2.00 131.25 262.50 0 262.50

5.17 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..Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cum 223.03 168 37468.81 0 37468.81

5.18 Supply, Delivery at Site, erection, electrification, of 2.2 KW Vacuum Pump, Motor & Required GI Fittings & Valves. Work Includes Dismantling the old Pump making New Bed for New Pump and fixing the new Pump, Motor, 40mm GI Line from Vacuum to 3 Nos of Project Pumps Suction side line and commissioning pump Successfully. Complete as per the directions of Engineer in charge. Job 1.00 135500 135500.00 0 135500.00

5.19 Providing Grease GEM-RR3 for lubrication of Pumps .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Kg 30.00 317 9510.00 0 9510.00

5.20 Supply and fixing in position Side gland bush. 150 HP to 250 HP .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. Each 6.00 2205 13230.00 0 13230.00

5.21 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings. Diameter of delivery pipe : 300 mm Thickness of plate : 08 mm. note: Rate per m of pipe = Rate per tonne x Weight of pipe per m Weight of pipe per m for specified diameter and plate thickness= 0.373 x Diameter of pipe in mm x Plate thickness in mm / 14400 .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. m 21.90 9344.76 204650.24 0 204650.24

5.22 Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge cm 3680.00 4.2 15456.00 0 15456.00

5.23 Supply of Table rubbed polished stone 18mm thick 75 by 50cm Granite stone.Complete with all lead, lifts, loading and unloading charges etc.as per direction of Engineer in charge. sqm 2.40 1500 3600.00 0 3600.00

5.24 Engraving letters in hard stone .Complete with all lead, lifts, loading and unloading charges etc., as per direction of Engineer in charge. cm 2775.80 10.5 29145.90 0 29145.90

GST & Miscellaneous 10295307.81 hire chage 35.00% 1677777.08 0.2739170573

operator charge 15% 125833.28

Description Percentage Percentage

machinery 15.00 6.53

labour 20.00 20.51

all commodities 19.48

special notes for EARTH work excavation