HEW 108 PROVIDING AND LAYING OF WATER SUPPLY, SEWERAGE SYSTEM, STROM WATER SCHEME, FLEXIBLE PAVEMENT ROAD and RAIN WATER HARVESTING IN MARGINAL LAND SECTOR - 89, FARIDABAD i/c 3 yrs defect liability period free of cost ...

NS Item -Providing, lowering, laying in treches, alingning,fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per IS:8329-2000 (amended upto date), with internal cement mortar laining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydrolic testing and commissioning as Technical Specifications and as per direction of Engineer. Note :- E/w to be measured and paid separately DI -K9 200 mm i/d (8` dia)

NS Item -Providing, lowering, laying in treches, alingning,fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS:8329-2000 (amended upto date), with internal cement mortar laining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydrolic testing and commissioning as Technical Specifications and as per direction of Engineer. Note :- E/w to be measured and paid separately. DI -K7 150 mm i/d (6` dia)

NS Item -Providing, lowering, laying in treches, alingning,fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS:8329-2000 (amended upto date), with internal cement mortar laining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydrolic testing and commissioning as Technical Specifications and as per direction of Engineer. Note :- E/w to be measured and paid separately DI -K7 100 mm i/d (4` dia)

NS Item -Provision for providing and fixing water supply connection From 300mm to 800mm Existing water supply pipe line complete in all respects(detail attach)

NS Item -Providing, lowering, laying in treches, alingning,fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per IS:8329-2000 (amended upto date), with internal cement mortar laining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydrolic testing and commissioning as Technical Specifications and as per direction of Engineer. Note :- E/w to be measured and paid separately. DI -K9 200 mm i/d (8` dia)....

NS Item -Provision for electric connection from D.H.B.V.N (as per Govt.Instruction)

NS Item -Supply, Erection,testing and commissioning of Puffin 18W White Round Bright LED Panel Light Ceiling Downlight Lamp Kit with LED Driver Surface Mount LED Ceiling Light (Pack of 1)(2 Year Warranty Make:- Philips,Bajaj,GE,Wipro,K-lite,crompton greaves

NS Item -Provision for providing and fixing water supply connection From 300mm to 800mm Existing water supply pipe line complete in all respects(detail attach)

NS Item -Providing, lowering, laying in treches, alingning,fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS:8329-2000 (amended upto date), with internal cement mortar laining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydrolic testing and commissioning as Technical Specifications and as per direction of Engineer. Note :- E/w to be measured and paid separately. DI -K7 150 mm i/d (6` dia)

NS Item -Providing, lowering, laying in treches, alingning,fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS:8329-2000 (amended upto date), with internal cement mortar laining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydrolic testing and commissioning as Technical Specifications and as per direction of Engineer. Note :- E/w to be measured and paid separately DI -K7 100 mm i/d (4` dia)

NS Item -Providing, lowering, laying in treches, alingning,fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per IS:8329-2000 (amended upto date), with internal cement mortar laining for potable water with rubber ring (EPDM/SBR) joints as per IS:5382-1985 (excluding special accessories) complete including all material, labour, hydrolic testing and commissioning as Technical Specifications and as per direction of Engineer. Note :- E/w to be measured and paid separately

NS Item -Provision for Providing Intercepting Chamber of House hold connections complete in all respect Detail Attach size = (0.90 x 0.60 x 0.90)mtrs

NS Item -Horizontal Direction Drilling (HDD) by trenchless method for inserting HDPE pipe for gravity sewer including preparing and setting up the plant and equipment, making of entry and exit pit upto desired depth, installing new pipe work, all related civil and mechanical work like excavation, shoring/strutting etc. drilling, stringing, reaming and pulling path the new pipe work on designated alignment, proper disposal of drilling fluid and back fill of site after completion of work complete in all respect to the entire satisfaction of EIC. 900mm OD HDPE pipe.

NS Item -Provision for Providing Intercepting Chamber of House hold connections complete in all respect Detail Attach size = (0.90 x 0.60 x 0.90)mtrs

NS Item -Making connection of sewer line 600 MM with existing Main sewer complete in all respect.

NS Item -Horizontal Direction Drilling (HDD) by trenchless method for inserting HDPE pipe for gravity sewer including preparing and setting up the plant and equipment, making of entry and exit pit upto desired depth, installing new pipe work, all related civil and mechanical work like excavation, shoring/strutting etc. drilling, stringing, reaming and pulling path the new pipe work on designated alignment, proper disposal of drilling fluid and back fill of site after completion of work complete in all respect to the entire satisfaction of EIC. 900mm OD HDPE pipe.

NS Item -Making connection of Storm water line 600MM with existing Main Storm water line complete in all respect.

NS Item -Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in_charge.

NS Item -Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1 :2:4 in benching, 12 mm thick water tight 1 :2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1 :2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also indude the cost of accurately planned and fitted centring, supports for all works as well as for all cuNes and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in_charge.

NS Item -Making connection of Storm water line 600MM with existing Main Storm water line complete in all respect.

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

HSR Item 4.1-Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. HSR Rate(Rs.) 6.00 Through Rate

HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns HSR Rate(Rs.) 155.00 Through Rate

HSR Item 21.28-Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re- handling etc., complete in all respect to the satisfaction of Engineer-in-charge HSR Rate(Rs.) 298.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. HSR Rate(Rs.) 282.00 Through Rate

HSR Item 6.34.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR Rate(Rs.) 68.00 Through Rate

HSR Item 6.25.1-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. 1. All works up to plinth level HSR Rate(Rs.) 4464.00 Through Rate

HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns HSR Rate(Rs.) 155.00 Through Rate

HSR Item 6.25.1-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. 1. All works up to plinth level HSR Rate(Rs.) 4464.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 11.78-Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR Rate(Rs.) 31.00 Through Rate

HSR Item 6.34.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR Rate(Rs.) 68.00 Through Rate

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

HSR Item 21.91.5-Construction of circular standard brick- masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular sewers up to the required depth in 1:5 cement sand mortar lime concrete in bed and sides of pipe-sewer and cement concrete 1:2:4 in benching 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with two coats of sodium silicate of interior surface where required fixing cover and frame weight not less than 2:5 quintal painted with 3 coats of black bitumen paint fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate covers the cost of carriage of C.I. manhole, frame and cover and malleable iron steps from the stores of the engineer-in- charge of the works to site of works. the rate also includes the cost of accurately planed and fitted centring supports for all works as well as for all curves and special works cleaning out their beds etc. Sodium silicate will be supplied free of cost at the stores of the Engineer-in-charge. 5. For 1.80 metres depth below ground level - on 300 mm internal diameter pipe sewer HSR Rate(Rs.) 9887.00 Through Rate

HSR Item 22.196.1.1-Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.1. 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay non-modular bricks of class designation 7.5 HSR Rate(Rs.) 24078.00 Through Rate

HSR Item 21.91.4-Construction of circular standard brick- masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular sewers up to the required depth in 1:5 cement sand mortar lime concrete in bed and sides of pipe-sewer and cement concrete 1:2:4 in benching 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with two coats of sodium silicate of interior surface where required fixing cover and frame weight not less than 2:5 quintal painted with 3 coats of black bitumen paint fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate covers the cost of carriage of C.I. manhole, frame and cover and malleable iron steps from the stores of the engineer-in- charge of the works to site of works. the rate also includes the cost of accurately planed and fitted centring supports for all works as well as for all curves and special works cleaning out their beds etc. Sodium silicate will be supplied free of cost at the stores of the Engineer-in-charge. 4. For 1.80 metres depth below ground level - on 250 mm internal diameter pipe sewer HSR Rate(Rs.) 9788.00 Through Rate

HSR Item 21.28-Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re- handling etc., complete in all respect to the satisfaction of Engineer-in-charge HSR Rate(Rs.) 298.00 Through Rate

HSR Item 21.94.7-Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 7. 400mm i/d HSR Rate(Rs.) 1348.00 Through Rate

HSR Item 21.91.8-Construction of circular standard brick- masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular sewers up to the required depth in 1:5 cement sand mortar lime concrete in bed and sides of pipe-sewer and cement concrete 1:2:4 in benching 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with two coats of sodium silicate of interior surface where required fixing cover and frame weight not less than 2:5 quintal painted with 3 coats of black bitumen paint fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. The rate covers the cost of carriage of C.I. manhole, frame and cover and malleable iron steps from the stores of the engineer-in- charge of the works to site of works. the rate also includes the cost of accurately planed and fitted centring supports for all works as well as for all curves and special works cleaning out their beds etc. Sodium silicate will be supplied free of cost at the stores of the Engineer-in-charge. 8. For 1.80 metres depth below ground level - on 400 mm internal diameter pipe sewer HSR Rate(Rs.) 10382.00 Through Rate

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 21.94.4-Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 4. 250mm i/d HSR Rate(Rs.) 364.00 Through Rate

HSR Item 21.94.5-Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 5. 300mm i/d HSR Rate(Rs.) 529.00 Through Rate

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 21.94.4-Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 4. 250mm i/d HSR Rate(Rs.) 364.00 Through Rate

HSR Item 21.94.5-Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 5. 300mm i/d HSR Rate(Rs.) 529.00 Through Rate

HSR Item 22.194.1.1-Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.1. 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay non-modular bricks of class designation 7.5 HSR Rate(Rs.) 11121.00 Through Rate

HSR Item 22.196.1.1-Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.1. 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay non-modular bricks of class designation 7.5 HSR Rate(Rs.) 24078.00 Through Rate

HSR Item 21.28-Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re- handling etc., complete in all respect to the satisfaction of Engineer-in-charge HSR Rate(Rs.) 298.00 Through Rate

HSR Item 20.91-Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge HSR Rate(Rs.) 1264.00 Through Rate

HSR Item 22.207.1-Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 HSR Rate(Rs.) 5463.00 Through Rate

HSR Item 21.95.2-Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 2. 400 mm HSR Rate(Rs.) 1438.00 Through Rate

HSR Item 21.95.4-Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 4. 500 mm HSR Rate(Rs.) 1951.00 Through Rate

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 21.95.1-Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm HSR Rate(Rs.) 1128.00 Through Rate

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 21.95.1-Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm HSR Rate(Rs.) 1128.00 Through Rate

HSR Item 22.207.1-Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 HSR Rate(Rs.) 5463.00 Through Rate

HSR Item 20.91-Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge HSR Rate(Rs.) 1264.00 Through Rate

HSR Item 6.25.2-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. 2. All works above plinth level up to floor IV level HSR Rate(Rs.) 4502.00 Through Rate

HSR Item 11.78-Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR Rate(Rs.) 31.00 Through Rate

HSR Item 34.26-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. HSR Rate(Rs.) 542.00 Through Rate

HSR Item 17.69.2-Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. HSR Rate(Rs.) 655.00 Through Rate

HSR Item 4.14.1-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. HSR Rate(Rs.) 83.00 Through Rate

HSR Item 4.1-Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. HSR Rate(Rs.) 6.00 Through Rate

HSR Item 17.6-Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. HSR Rate(Rs.) 184.00 Through Rate

HSR Item 17.5.3-Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications HSR Rate(Rs.) 7.00 Through Rate

HSR Item 17.13-Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications HSR Rate(Rs.) 1094.00 Through Rate

HSR Item 17.24-Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications HSR Rate(Rs.) 1174.00 Through Rate

HSR Item 34.2.1-Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer HSR Rate(Rs.) 387.00 Through Rate

HSR Item 6.39.1-Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR Rate(Rs.) 4135.00 Through Rate

HSR Item 11.70-`Extra for using White Cement based primer modified with high performance polymers, applied as an undercoat for exterior/interior cementitious surfaces before paint Technical Specifications: i) Degree of whiteness (in terms of reflectance) )93% ii) Fineness (Residue on 63 Micron Sieve) - Minimum 4.0 iii) Bulk Density - 0.8 to 0.9 kg/litre iv) Viscosity by Brookfield, 50rpm, Spindle no RV 05 at 25 - 300cP to 600cP v) Pot Life - Min. 180 minutes vi) Coverage after 1st coat - 80-100 sqft/kg vii) Adhesion cross-cut on 2 coat application after 48 hours - Min. 3B` HSR Rate(Rs.) 13.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 6.25.1-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. 1. All works up to plinth level HSR Rate(Rs.) 4464.00 Through Rate

HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns HSR Rate(Rs.) 155.00 Through Rate

HSR Item 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. HSR Rate(Rs.) 282.00 Through Rate

HSR Item 6.34.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR Rate(Rs.) 68.00 Through Rate

HSR Item 17.25.1-Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications HSR Rate(Rs.) 24.00 Material Rate Applied Note: 3. The through rates of road items are based on the rates of bitumen from Panipat Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route.

HSR Item 17.30.2-Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100- 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. HSR Rate(Rs.) 5881.00 Material Rate Applied Note: 3. The through rates of road items are based on the rates of bitumen from Panipat Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route.

Ḁ㜄堀㠄夀㜄鄀㠄鈀㜄준㠄쨀㜄ࠄ午⁒瑉浥ㄠ⸷ㄳ㈮䈭瑩浵湩畯⁳潃据敲整眠瑩⁨慂捴⁨祴数䠠偍㈊‮楂畴業潮獵䌠湯牣瑥⁥〳洠潴㐠‵浭琠楨正敮獳⠠牧摡湩⁧䥉 楷桴ㄠ〰ㄭ〲吠䡐戠瑡档琠灹⁥䵈⁐牐癯摩湩⁧湡⁤慬楹杮㌠洰‭㔴洠楢畴業潮獵挠湯牣瑥⁥楷桴ㄠ〰ㄭ〲吠䡐戠瑡档琠灹⁥潨⁴業⁸汰湡⁴牰摯捵湩⁧湡愠敶慲敧漠瑵異⁴景㜠‵潴湮獥瀠牥栠畯⁲獵湩⁧牣獵敨⁤条牧来瑡獥漠⁦灳捥晩敩⁤牧摡湩Ⱨ瀠敲業數⁤楷桴戠瑩浵湩畯⁳楢摮牥嘠⁇‭〳䀠㔠㐮‥数⁲散瑮漠⁦業⁸湡⁤楦汬牥‬牴湡灳牯楴杮琠敨栠瑯洠硩琠潷歲猠瑩ⱥ氠祡湩⁧楷桴愠栠摹潲瑳瑡捩瀠癡牥映湩獩敨⁲楷桴猠湥潳⁲潣瑮潲潴琠敨爠煥極敲⁤牧摡ⱥ氠癥汥愠摮愠楬湧敭瑮‬潲汬湩⁧楷桴猠潭瑯⁨桷敥敬Ɽ瘠扩慲潴祲愠摮琠湡敤潲汬牥⁳潴愠档敩敶琠敨搠獥物摥挠浯慰瑣潩潣灭敬整愠⁳数⁲整档楮慣汣畡敳㔠㜰漠⁦数⁲位呒⁈灳捥晩捩瑡潩獮丠瑯ⵥ晉戠瑩浵湥爠煥極敲⁤獩洠牯⁥桴湡㔠㐮‥獡瀠牥樠扯洠硩映牯畭慬‬潮攠瑸慲瀠祡敭瑮眠汩敢瀠楡⹤䔠瑸慲戠瑩浵湥爠煥極敲⁤楷汬戠⁥潣獮摩牥摥愠⁳湩楣敤瑮污琠潷歲ਮ午⁒慒整刨⹳ 㤶㤵〮‰䴠瑡牥慩慒整䄊灰楬摥亠瑯㩥ઠ⸳咠敨璠牨畯桧犠瑡獥澠ꁦ潲摡榠整獭憠敲抠獡摥澠ꁮ桴ꁥ慲整ꁳ漠ꁦ楢畴敭ꁮ牦浯傠湡灩瑡加晥湩牥ꁹ獡澠ꁮ㔱〮⸴〲ㄲ憠摮₠慲整ꁳ景憠杧敲慧整ꁳ瑡璠敨熠慵牲ꁹ楳整ꀮ桔ꁥ桴潲杵ꁨ慲整ꁳ映牯斠捡ꁨ潲摡瞠牯ꁫ楷汬抠ꁥ潷歲摥澠瑵抠獡摥澠ꁮ桴ꁥ慲整₠景璠敨抠瑩浵湥澠ꁮ桴瑡撠瑡ꁥ湡ꁤ癯牥污ꁬ敬摡澠ꁦ畱牡祲₠慭整楲污ꁳ牦浯溠慥敲瑳熠慵牲ꁹ牦浯玠潨瑲獥ꁴ潲瑵⹥2 4292Ͳ5Η7Φ7Ϡ8ϡ7З8И7ђ8ѓ7ҋ8Ҍ7Ӄ8ӄ7ʚဈ䠀剓䤠整㜱㈮⸶ⴱ慔正䌠慯⁴⸱倠潲楶楤杮愠摮愠灰祬湩⁧慴正挠慯⁴楷桴戠瑩浵湥攠畭獬潩獵湩⁧浥汵楳湯瀠敲獳牵⁥楤瑳楲畢潴⁲瑡琠敨爠瑡⁥景〠㈮‵欠⁧数⁲煳湯琠敨瀠敲慰敲⁤楢畴業潮獵术慲畮慬⁲畳晲捡⁥汣慥敮⁤楷桴洠捥慨楮慣牢潯獡瀠牥琠捥湨捩污挠慬獵⁥〵″景䴠剏♔⁈灳捥晩捩瑡潩獮䠊剓删瑡⡥獒⤮ㄠ⸰〰†慍整楲污删瑡੥灁汰敩ꁤ潎整ꀺ㌊ꀮ桔ꁥ桴潲杵ꁨ慲整ꁳ景犠慯ꁤ瑩浥ꁳ牡ꁥ慢敳ꁤ湯璠敨犠瑡獥₠景抠瑩浵湥暠潲ꁭ慐楮慰ꁴ敒楦敮祲憠ꁳ湯ㆠ⸵㐰㈮㈰ꀱ湡ꁤ爠瑡獥澠ꁦ条牧来瑡獥憠ꁴ桴ꁥ畱牡祲玠瑩⹥咠敨璠牨畯桧犠瑡獥₠潦ꁲ慥档犠慯ꁤ潷歲瞠汩ꁬ敢瞠牯敫ꁤ畯ꁴ慢敳ꁤ湯璠敨犠瑡ꁥ漠ꁦ桴ꁥ楢畴敭ꁮ湯璠慨ꁴ慤整憠摮澠敶慲汬沠慥ꁤ景熠慵牲ꁹ洠瑡牥

潴潪湩獴映瑩整⁤潣灭敬整椠据畬楤杮挠獯⁴景氠扡畯⁲湡⁤潴汯⁳瑥⹣愠摮琠獥整⁤潣灭敬整‮⸱ㄠ〰洠⽩⁤午⁒慒整刨⹳ 㤲〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀대㔀ऀࠀ
敐⁲潊湩t㈀唀ंHSR Item 20.87-Supply and erection of “Wall Mounting Type, solenoid driven, motorized, electromagnetic diaphragm Dozing Metering pump working on three-phase 220/240 V 50 Hz electric supply with standard electronic controls, suitable for minimum dozing capacity 0 to 27 LPH at 10 bar back pressure” complete with necessary accessories, complete in all respects along with supply and erection of 1 No. Voltage Stabilizer with Dozing Pump along with 1 No. 300 litres capacity ISI marked HDPE storage tank of approved make as per directions of Engineer-in-charge. HSR Rate(Rs.) 19480.00 Through Rate2 42&6'2Ĩ6Ī2ȱ5ÔЈ䠀剓䤠整〲㘮⸷ⴳ潊湩湩⁧䥄猠捯敫整⁤楰数ⱳ瘠污敶⁳湡⁤灳捥慩楷桴爠扵敢⁲祴潴潪湩獴映瑩整⁤潣灭敬整椠据畬楤杮挠獯⁴景氠扡畯⁲湡⁤潴汯⁳瑥⹣愠摮琠獥整⁤潣灭敬整‮⸳㈠〰洠⽩⁤午⁒慒整刨⹳ 㐳〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀대㔀퐀ࠀ午⁒瑉浥㈠⸰㜶㈮䨭楯楮杮䐠⁉潳正瑥摥瀠灩獥‬慶癬獥愠摮猠数楣污眠瑩⁨畲扢牥琠瑹湯樠楯瑮⁳楦瑴摥挠浯汰瑥⁥湩汣摵湩⁧潣瑳漠⁦慬潢牵愠摮琠潯獬攠捴‮湡⁤整瑳摥挠浯汰瑥⹥㈠‮㔱‰浭椠搯䠠剓删瑡⡥獒⤮㌠⸰〰†桔潲杵⁨慒整2 42³5ˆЈ䠀剓䤠整〲㘮⸶ⴲ畃瑴湩⁧䥄瀠灩⁥湡⁤档灩楰杮漠⁲楦汬湩⁧桴⁥畳晲捡⁥潴愠甠楮潦浲映湩獩⁨⸲ㄠ〵洠⽩੤午⁒慒整刨⹳ 㠲〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀最㔀ࠀ午⁒瑉浥㈠⸲㘱⸲⸳ⴱ牐癯摩湩⁧湡⁤楦楸杮䌠䤮‮汳極散瘠污敶⁳眨瑩⁨慣⥰挠浯汰瑥⁥楷桴戠汯獴‬畮獴‬畲扢牥椠獮牥楴湯⁳瑥⹣⠠桴⁥慴汩瀠敩散⁳晩爠煥極敲⁤楷汬戠⁥慰摩猠灥牡瑡汥⥹㨠㌠ㄮ‮㔱‰浭搠慩敭整ੲ汃獡⁳੉午⁒慒整刨⹳ 㜷〲〮‰吠牨畯桧删瑡e㈀ऀ㐀᐀㈀였㈀츀㔀ࠀ午⁒瑉浥㈠⸲㘱⸲⸴ⴱ牐癯摩湩⁧湡⁤楦楸杮䌠䤮‮汳極散瘠污敶⁳眨瑩⁨慣⥰挠浯汰瑥⁥楷桴戠汯獴‬畮獴‬畲扢牥椠獮牥楴湯⁳瑥⹣⠠桴⁥慴汩瀠敩散⁳晩爠煥極敲⁤楷汬戠⁥慰摩猠灥牡瑡汥⥹㨠㐠ㄮ‮〲‰浭搠慩敭整ੲ汃獡⁳੉午⁒慒整刨⹳ ㈱ㄱ⸴〰†桔潲杵⁨慒整2 42Æ2Î5ñԈ䠀剓䤠整㈲ㄮ㈶ㄮㄮ倭潲楶楤杮愠摮映硩湩⁧⹃⹉猠畬捩⁥慶癬獥⠠楷桴挠灡 潣灭敬整眠瑩⁨潢瑬ⱳ渠瑵ⱳ爠扵敢⁲湩敳瑲潩獮攠捴‮琨敨琠楡楰捥獥椠⁦敲畱物摥眠汩敢瀠楡⁤敳慰慲整祬 ›⸱⸱ㄠ〰洠楤浡瑥牥䌊慬獳䤠䠊剓删瑡⡥獒⤮㔠㐰⸴〰†桔潲杵⁨慒整2 42Æ2Î5ˆЈ䠀剓䤠整〲㘮⸶ⴳ畃瑴湩⁧䥄瀠灩⁥湡⁤档灩楰杮漠⁲楦汬湩⁧桴⁥畳晲捡⁥潴愠甠楮潦浲映湩獩⁨⸳㈠〰洠⽩੤午⁒慒整刨⹳ 㜳〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀最㔀ࠀࠂ午⁒瑉浥㈠⸰㠶ㄮ倭潲楶楤杮‬潬敷楲杮‬慬楹杮椠牴湥档獥‬污杩楮杮‬楦楸杮椠潰楳楴湯愠摮樠楯瑮湩⁧瑡愠汬氠癥汥搯灥桴⁳畄瑣汩⁥牉湯⠠䥄 瑳湡慤摲猠数楣污⁳汰楡是慬杮摥 潳正瑥摥挠湯楦浲湩⁧潴䤠㥓㈵ⴳ〲〰眠瑩⁨畲扢牥爠湩⁧䔨䑐⽍䉓⥒樠楯瑮⁳畳档愠⁳整獥‬敢摮ⱳ琠灡牥ⱳ挠灡⁳瑥⹣眠瑩⁨湩琠敲据敨⁳湩䐠⁉楰数氠湩⁥潣灭敬整椠据畬楤杮愠汬洠瑡牥慩ⱬ氠扡畯Ⱳ琠獥楴杮愠摮挠浯業獳潩楮杮愠潬杮眠瑩⁨楰数氠湩⁥獡瀠牥吠捥湨捩污匠数楣楦慣楴湯⁳湡⁤獡瀠牥搠物捥楴湯漠⁦湅楧敮牥‮⸱唠⁰潴㌠〰浭搠慩䠊剓删瑡⡥獒⤮㘠⸴〰†桔潲杵⁨慒整2 42ǧ5Ĉ倀牥䬠⹧2ĊԈ䠀剓䤠整⸷㈲ㄮ䈭楲正眠牯楷桴挠浯潭畢湲⁴汣祡渠湯‭潭畤慬⁲牢捩獫漠⁦汣獡⁳敤楳湧瑡潩〱㔮椠畳数獲牴捵畴敲愠潢敶瀠楬瑮⁨敬敶灵琠汦潯⁲噉氠癥汥椠污桳灡獥愠摮猠穩獥椠੮›⸱䌠浥湥⁴潭瑲牡ㄠ㐺⠠‱散敭瑮㨠㐠挠慯獲⁥慳摮਩午⁒慒整刨⹳ 㐴㐰〮‰吠牨畯桧删瑡e㈀ऀ㐀က㈀딀㈀㔀ꌀࠁ午⁒瑉浥ㄠ⸵⸱⸱ⴲ慅瑲⁨潷歲椠硥慣慶楴湯漠⁦潦湵慤楴湯漠⁦瑳畲瑣牵獥愠⁳数⁲牤睡湩⁧湡⁤整档楮慣灳捥晩捩瑡潩Ɱ椠据畬楤杮猠瑥楴杮漠瑵‬潣獮牴捵楴湯漠⁦桳牯湩⁧湡⁤牢捡湩Ⱨ爠浥癯污漠⁦瑳浵獰愠摮漠桴牥搠汥瑥牥潩獵洠瑡整Ⱳ搠敲獳湩⁧景猠摩獥愠摮戠瑯潴湡⁤慢正楦汬湩⁧楷桴愠灰潲敶⁤慭整楲污愠⁳数⁲汣畡敳㌠㐰漠⁦位呒湡䡤猠数楣楦慣楴湯ੳ牏楤慮祲猠楯⸱⸲䴠湡慵敍湡⁳敄瑰⁨″潴㘠洠䠊剓删瑡⡥獒⤮ㄠ㜹〮‰吠牨畯桧删瑡e㈀ऀ㐀ሀ㈀倀㈁脀㔁⼀ࠁ午⁒瑉浥ㄠ⸰⸱⸱ⴱ牐癯摩湩⁧湡⁤慬楹杮漠⁦慢敳挠畯獲⁥景映潬牯⁳潣獮獩楴杮漠⁦〱‰浭琠楨正†散敭瑮†㨱㨸㘱†湡⁤ㄠ〰洠猠湡⁤漠⁲瑳湯⁥楦汬湩⹧ㄠㄮ‮敒挭浯慰瑣湩⁧硥慣慶整⁤潳汩椠汰湩桴甠摮牥映潬牯ⱳ椠据畬楤杮眠瑡牥湩Ⱨ爠浡業杮‬潣獮汯摩瑡湩⁧湡⁤牤獥楳杮挠浯汰瑥⹥䠊剓删瑡⡥獒⤮㜠⸳〰†桔潲杵⁨删瑡e㈀ऀ㐀ሀ㈀ഀ㔁ࠀ午⁒瑉浥㘠㈮⸶ⴱ硅牴⁡潦⁲牰癯摩湩⁧楲档牥洠硩獥甠⁰潴瀠楬瑮⁨湡⁤瑡愠汬映潬牯氠癥汥⹳ㄠ‮牐癯摩湩⁧ⵍ〳朠慲敤挠湯牣瑥⁥湩瑳慥⁤景䴠㈭‵牧摡⁥䵂⽃删䍍‮丨瑯㩥‭敃敭瑮挠湯整瑮挠湯楳敤敲⁤湩䴠㌭‰獩䀠㌠〴欠⽧畣⥭䠊剓删瑡⡥獒⤮㔠⸹〰†桔潲杵⁨慒整2 42Ó5ʏЈ䠀剓䤠整㠲ㄮㄮㄮ倭潲楶楤杮愠摮氠祡湩⁧潦牵挠畯獲獥眠瑡牥瀠潲景湩⁧牴慥浴湥⁴楷桴戠瑩浵湥映汥⁴癯牥爠潯獦挠湯楳瑳湩⁧景映物瑳愠摮琠楨摲挠畯獲獥漠⁦汢睯楢畴敭㔸㈯‵牯㤠⼰㔱挠湯潦浲湩⁧潴䤠⁓›〷′灡汰敩⁤潨⁴⁀⸱㔴䬠⁧数⁲煳慵敲洠瑥敲漠⁦牡慥映牯攠捡⁨潣牵敳‬敳潣摮挠畯獲⁥景爠潯楦杮映汥⁴祴数㌠朠慲敤䤭⠠敨獳慩慢敳⁤敳晬映湩獩敨⁤楢畴敭敦瑬 湡⁤潦牵桴愠摮映湩污挠畯獲⁥景猠潴敮朠楲⁴‶浭愠摮搠睯楳敺漠⁲数⁡楳敺⁤牧癡汥猠牰慥⁤瑡㘠挠扵捩搠捥浩瑥敲瀠牥猠畱牡⁥敭牴ⱥ椠据畬楤杮瀠敲慰慲楴湯漠⁦畳晲捡⁥畢⁴硥汣摵湩⁧牧摡湩⁧潣灭敬整眠瑩⁨›⸱⸱䈠瑩浵湥映汥⁴栨獥楳湡戠獡⥥琠灹⁥″牧摡⁥⁉潣普牯業杮琠卉㨠ㄠ㈳ਲ午⁒慒整刨⹳ 㘲⸸〰†桔潲杵⁨慒整2 42ɭ5şԈ䠀剓䤠整〲㔮⸱ⴳ慌潢牵删瑡獥椠据畬楤杮洠瑡牥慩獬椠牥捥楴杮‬楦楸杮愠摮樠楯瑮湩⁧楦瑸牵獥琠楦瑬牥戠摥ⱳ挠敬牡眠瑡牥琠湡獫愠摮猠摥浩湥慴楴湯琠湡獫攠捴‮⸳䘠硩湩⁧慷整⁲敬敶敲潣摲牥⁳牯爠瑡⁥景映潬⁷湩楤慣潴獲挠浯汰瑥⁥湩汣摵湩⁧牧畯楴杮䠊䐮‮潢瑬⁳湡⁤牢捡敫獴朠極敤獲映牯眠物ⱥ攠捴‬湩ㄠㄺ挠浥湥⁴慳摮洠牯慴⹲䠊剓删瑡⡥獒⤮ㄠ㠴⸷〰†桔潲杵⁨慒整2 42ò2ļ5ŽЈ䠀剓䤠整〲㘮ⴱ牐癯摩湩⁧湡⁤楦楸杮䐠捵楴敬䤠潲潄扵敬猠慥慭桮汯⁥潣敶獲愠摮映慲敭⁳景㘠〱洠⁸ㄶ‰浭眠瑩⁨潬正湩⁧牡慲杮浥湥⁴湯挠敬牡眠瑡牥琠湡獫椠据畬楤杮挠獯⁴景猠瑥楴杮椠敃敭瑮挠湯牣瑥⁥㨱㨲‴潴挠牯敲瑣愠楬湧敭瑮愠摮氠癥汥⁳湩汣摵湩⁧慣牲慩敧‬潬摡湩Ⱨ甠汮慯楤杮攠捴‮潣灭敬整椠污敲灳捥獴琠桴⁥慳楴晳捡楴湯漠⁦湅楧敮牥椭⵮䌠慨杲⹥䠊剓删瑡⡥獒⤮㔠⸷〰†桔潲杵⁨慒整2 42Ŝ5ËЈ䠀剓䤠整⸶〳㔮䌭湥整楲杮愠摮猠畨瑴牥湩⁧湩汣摵湩⁧瑳畲瑴湩Ⱨ瀠潲灰湩⁧瑥⹣愠摮爠浥癯污漠⁦潦浲映牯㔠‮楌瑮汥ⱳ戠慥獭‬汰湩桴戠慥獭‬楧摲牥ⱳ戠敲獳浵牥⁳湡⁤慣瑮汩癥牥ੳ午⁒慒整刨⹳ 㤲⸶〰†桔潲杵⁨慒整2 42©5ÅЈ䠀剓䤠整⸶㤲㌮䌭湥整楲杮愠摮猠畨瑴牥湩⁧湩汣摵湩⁧瑳畲瑴湩Ⱨ瀠潲灰湩⁧瑥⹣愠摮爠浥癯污漠⁦潦浲眠牯潦⁲›⸳䌠汯浵獮‬楰牥ⱳ愠畢浴湥獴‬楰汬牡ⱳ瀠獯獴愠摮猠牴瑵ੳ午⁒慒整刨⹳ 㘲⸱〰†桔潲杵⁨慒整2 42£5ƑԈ䠀剓䤠整〲ㄮ⸱ⴶ牐癯摩湩⁧湡⁤楦楸杮挠獡⁴物湯搠畯汢⁥汦湡敧⁤睳湩⁧档捥祴数爠晥畬⁸渨湯爠瑥牵⥮瘠污敶⁳乐ㄭ㘮洠牡敫⁤楷桴䤠㩓㌵㈱椠据畬楤杮渠瑵⁳湡⁤潢瑬⁳慭歲摥眠瑩⁨卉ㄺ㘳ⰳ爠扵敢⁲桳敥⁴慭歲摥眠瑩⁨卉㘺㠳攠捴Ⱞ挠牡楲条⁥潬摡湩Ⱨ甠汮慯楤杮‬瑳捡楫杮‬慨摮楬杮‬敲栭湡汤湩⁧瑥⹣䌊浯汰瑥⁥湩愠汬爠獥数瑣琠桴⁥慳楴晳捡楴湯漠⁦湅楧敮牥椭⵮挠慨杲⁥⸶㌠〰洠⽩੤午⁒慒整刨⹳ 㜱㌳⸹〰†桔潲杵⁨慒整2 42Ĝ2ŭ5ġԈ䠀剓䤠整㌲㈮⸲⸵ⴶ䍍䉃Ⱐ䥄呓䥒啂䥔乏䈠䅏䑒ⱓ䴊䉃獠‬䍒䉃獠‬䡃乁䕇传䕖⁒瑥⹣㔠㘮‮畓灰祬愠摮攠敲瑣潩景洠湩慩畴敲挠物畣瑩䈠敲歡牥†㐲⼰ㄴ‵⁖湩琠敨攠楸瑳湩⁧楤瑳楲畢楴湯戠慯摲椠据畬楤杮洠歡湩⁧敮散獳牡⁹潣湮捥楴湯㩳‭〴愠灭琠㌶愠灭‮䍍獂吠䥒䱐⁅佐䕌䠊剓删瑡⡥獒⤮ㄠ㌰⸸〰†桔潲杵⁨慒整2 42.2þ5ȋ؈䠀剓䤠整㐲㔮ㄮ㜮䴭卉䕃䱌乁佅单䤠䕔卍ㄠ㜮‮畓灰祬愠摮樊楯瑮湩⁧桴敲⁥潣敲猠扵敭獲扩敬映慬⁴慣汢獥漠⁦灡牰癯摥洠歡⁥楷桴戠牡⁥畢据敨⁤潣灰牥挠湯畤瑣牯椠獮汵瑡摥愠摮猠敨瑡敨⁤楷桴倠䍖映牯猠扵敭獲扩敬瀠浵⁰潭潴獲⼠潦湵慴湩氠杩瑨⁳瑥⁣楷桴瘠汯慴敧朠慲敤ㄠ〱‰潶瑬⁳慭歲摥眠瑩⁨卉㘺㐹‬㤱〹椠据畬楤杮挠獯⁴景樠楯瑮湩Ⱨ洠瑡牥慩獬愠⁳敷汬愠⁳慣牲慩敧‬潬摡湩Ⱨ甠汮慯楤杮攠捴‮潣灭敬整椠污敲灳捥⁴灵琠桴⁥湥楴敲猠瑡獩慦瑣潩景䔠杮湩敥⵲椠⵮桃牡敧ਮ畓浢牥楳汢⁥潃灰牥䌠扡敬㌠䌠牯⁥†㔲猠浱੭午⁒慒整刨⹳ ㄴ⸶〰†桔潲杵⁨慒整2 4262ƿ2ǩ5½Ԉ䠀剓䤠整㐲ㄮ㤮䔭剁䡔义⁇乁⁄䥌䡇䕔䥎䝎䄠剒卅佔੒⸹倠潲楶楤杮愠摮映硩湩⁧㔲洠㕸洠潣灰牥猠牴灩椠〴洠楤⁡⹇⹉瀠灩⁥牦浯攠牡桴攠敬瑣潲敤愠⁳敲畱物摥ਮ午⁒慒整N

HSR Item 4.1-Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. HSR Rate(Rs.) 6.00 Through Rate

HSR Item 17.6-Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. HSR Rate(Rs.) 184.00 Through Rate

HSR Item 17.5.3-Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications HSR Rate(Rs.) 7.00 Through Rate

HSR Item 17.13-Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications HSR Rate(Rs.) 1094.00 Through Rate

HSR Item 17.24-Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications HSR Rate(Rs.) 1174.00 Through Rate

HSR Item 34.2.1-Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer HSR Rate(Rs.) 387.00 Through Rate

HSR Item 6.39.1-Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). HSR Rate(Rs.) 4135.00 Through Rate

HSR Item 11.70-`Extra for using White Cement based primer modified with high performance polymers, applied as an undercoat for exterior/interior cementitious surfaces before paint Technical Specifications: i) Degree of whiteness (in terms of reflectance) )93% ii) Fineness (Residue on 63 Micron Sieve) - Minimum 4.0 iii) Bulk Density - 0.8 to 0.9 kg/litre iv) Viscosity by Brookfield, 50rpm, Spindle no RV 05 at 25 - 300cP to 600cP v) Pot Life - Min. 180 minutes vi) Coverage after 1st coat - 80-100 sqft/kg vii) Adhesion cross-cut on 2 coat application after 48 hours - Min. 3B` HSR Rate(Rs.) 13.00 Through Rate

HSR Item 11.78-Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR Rate(Rs.) 31.00 Through Rate

HSR Item 34.26-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. HSR Rate(Rs.) 542.00 Through Rate

HSR Item 17.69.2-Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. HSR Rate(Rs.) 655.00 Through Rate

HSR Item 4.14.1-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. HSR Rate(Rs.) 83.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

HSR Item 6.25.1-Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- in-charge. 1. All works up to plinth level HSR Rate(Rs.) 4464.00 Through Rate

HSR Item 6.29.1-Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns HSR Rate(Rs.) 155.00 Through Rate

HSR Item 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. HSR Rate(Rs.) 282.00 Through Rate

HSR Item 6.34.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR Rate(Rs.) 68.00 Through Rate

HSR Item 17.25.1-Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications HSR Rate(Rs.) 24.00 Material Rate Applied Note: 3. The through rates of road items are based on the rates of bitumen from Panipat Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route.

HSR Item 17.30.2-Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100- 120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. HSR Rate(Rs.) 5881.00 Material Rate Applied Note: 3. The through rates of road items are based on the rates of bitumen from Panipat Refinery as on 15.04.2021 and rates of aggregates at the quarry site. The through rates for each road work will be worked out based on the rate of the bitumen on that date and overall lead of quarry materials from nearest quarry from shortest route.

Ḁ㜄堀㠄夀㜄鄀㠄鈀㜄준㠄쨀㜄ࠄ午⁒瑉浥ㄠ⸷ㄳ㈮䈭瑩浵湩畯⁳潃据敲整眠瑩⁨慂捴⁨祴数䠠偍㈊‮楂畴業潮獵䌠湯牣瑥⁥〳洠潴㐠‵浭琠楨正敮獳⠠牧摡湩⁧䥉 楷桴ㄠ〰ㄭ〲吠䡐戠瑡档琠灹⁥䵈⁐牐癯摩湩⁧湡⁤慬楹杮㌠洰‭㔴洠楢畴業潮獵挠湯牣瑥⁥楷桴ㄠ〰ㄭ〲吠䡐戠瑡档琠灹⁥潨⁴業⁸汰湡⁴牰摯捵湩⁧湡愠敶慲敧漠瑵異⁴景㜠‵潴湮獥瀠牥栠畯⁲獵湩⁧牣獵敨⁤条牧来瑡獥漠⁦灳捥晩敩⁤牧摡湩Ⱨ瀠敲業數⁤楷桴戠瑩浵湩畯⁳楢摮牥嘠⁇‭〳䀠㔠㐮‥数⁲散瑮漠⁦業⁸湡⁤楦汬牥‬牴湡灳牯楴杮琠敨栠瑯洠硩琠潷歲猠瑩ⱥ氠祡湩⁧楷桴愠栠摹潲瑳瑡捩瀠癡牥映湩獩敨⁲楷桴猠湥潳⁲潣瑮潲潴琠敨爠煥極敲⁤牧摡ⱥ氠癥汥愠摮愠楬湧敭瑮‬潲汬湩⁧楷桴猠潭瑯⁨桷敥敬Ɽ瘠扩慲潴祲愠摮琠湡敤潲汬牥⁳潴愠档敩敶琠敨搠獥物摥挠浯慰瑣潩潣灭敬整愠⁳数⁲整档楮慣汣畡敳㔠㜰漠⁦数⁲位呒⁈灳捥晩捩瑡潩獮丠瑯ⵥ晉戠瑩浵湥爠煥極敲⁤獩洠牯⁥桴湡㔠㐮‥獡瀠牥樠扯洠硩映牯畭慬‬潮攠瑸慲瀠祡敭瑮眠汩敢瀠楡⹤䔠瑸慲戠瑩浵湥爠煥極敲⁤楷汬戠⁥潣獮摩牥摥愠⁳湩楣敤瑮污琠潷歲ਮ午⁒慒整刨⹳ 㤶㤵〮‰䴠瑡牥慩慒整䄊灰楬摥亠瑯㩥ઠ⸳咠敨璠牨畯桧犠瑡獥澠ꁦ潲摡榠整獭憠敲抠獡摥澠ꁮ桴ꁥ慲整ꁳ漠ꁦ楢畴敭ꁮ牦浯傠湡灩瑡加晥湩牥ꁹ獡澠ꁮ㔱〮⸴〲ㄲ憠摮₠慲整ꁳ景憠杧敲慧整ꁳ瑡璠敨熠慵牲ꁹ楳整ꀮ桔ꁥ桴潲杵ꁨ慲整ꁳ映牯斠捡ꁨ潲摡瞠牯ꁫ楷汬抠ꁥ潷歲摥澠瑵抠獡摥澠ꁮ桴ꁥ慲整₠景璠敨抠瑩浵湥澠ꁮ桴瑡撠瑡ꁥ湡ꁤ癯牥污ꁬ敬摡澠ꁦ畱牡祲₠慭整楲污ꁳ牦浯溠慥敲瑳熠慵牲ꁹ牦浯玠潨瑲獥ꁴ潲瑵⹥2 4292Ͳ5Η7Φ7Ϡ8ϡ7З8И7ђ8ѓ7ҋ8Ҍ7Ӄ8ӄ7ʚဈ䠀剓䤠整㜱㈮⸶ⴱ慔正䌠慯⁴⸱倠潲楶楤杮愠摮愠灰祬湩⁧慴正挠慯⁴楷桴戠瑩浵湥攠畭獬潩獵湩⁧浥汵楳湯瀠敲獳牵⁥楤瑳楲畢潴⁲瑡琠敨爠瑡⁥景〠㈮‵欠⁧数⁲煳湯琠敨瀠敲慰敲⁤楢畴業潮獵术慲畮慬⁲畳晲捡⁥汣慥敮⁤楷桴洠捥慨楮慣牢潯獡瀠牥琠捥湨捩污挠慬獵⁥〵″景䴠剏♔⁈灳捥晩捩瑡潩獮䠊剓删瑡⡥獒⤮ㄠ⸰〰†慍整楲污删瑡੥灁汰敩ꁤ潎整ꀺ㌊ꀮ桔ꁥ桴潲杵ꁨ慲整ꁳ景犠慯ꁤ瑩浥ꁳ牡ꁥ慢敳ꁤ湯璠敨犠瑡獥₠景抠瑩浵湥暠潲ꁭ慐楮慰ꁴ敒楦敮祲憠ꁳ湯ㆠ⸵㐰㈮㈰ꀱ湡ꁤ爠瑡獥澠ꁦ条牧来瑡獥憠ꁴ桴ꁥ畱牡祲玠瑩⹥咠敨璠牨畯桧犠瑡獥₠潦ꁲ慥档犠慯ꁤ潷歲瞠汩ꁬ敢瞠牯敫ꁤ畯ꁴ慢敳ꁤ湯璠敨犠瑡ꁥ漠ꁦ桴ꁥ楢畴敭ꁮ湯璠慨ꁴ慤整憠摮澠敶慲汬沠慥ꁤ景熠慵牲ꁹ洠瑡牥

潴潪湩獴映瑩整⁤潣灭敬整椠据畬楤杮挠獯⁴景氠扡畯⁲湡⁤潴汯⁳瑥⹣愠摮琠獥整⁤潣灭敬整‮⸱ㄠ〰洠⽩⁤午⁒慒整刨⹳ 㤲〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀대㔀ऀࠀ
敐⁲潊湩t㈀唀ंHSR Item 20.87-Supply and erection of “Wall Mounting Type, solenoid driven, motorized, electromagnetic diaphragm Dozing Metering pump working on three-phase 220/240 V 50 Hz electric supply with standard electronic controls, suitable for minimum dozing capacity 0 to 27 LPH at 10 bar back pressure” complete with necessary accessories, complete in all respects along with supply and erection of 1 No. Voltage Stabilizer with Dozing Pump along with 1 No. 300 litres capacity ISI marked HDPE storage tank of approved make as per directions of Engineer-in-charge. HSR Rate(Rs.) 19480.00 Through Rate2 42&6'2Ĩ6Ī2ȱ5ÔЈ䠀剓䤠整〲㘮⸷ⴳ潊湩湩⁧䥄猠捯敫整⁤楰数ⱳ瘠污敶⁳湡⁤灳捥慩楷桴爠扵敢⁲祴潴潪湩獴映瑩整⁤潣灭敬整椠据畬楤杮挠獯⁴景氠扡畯⁲湡⁤潴汯⁳瑥⹣愠摮琠獥整⁤潣灭敬整‮⸳㈠〰洠⽩⁤午⁒慒整刨⹳ 㐳〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀대㔀퐀ࠀ午⁒瑉浥㈠⸰㜶㈮䨭楯楮杮䐠⁉潳正瑥摥瀠灩獥‬慶癬獥愠摮猠数楣污眠瑩⁨畲扢牥琠瑹湯樠楯瑮⁳楦瑴摥挠浯汰瑥⁥湩汣摵湩⁧潣瑳漠⁦慬潢牵愠摮琠潯獬攠捴‮湡⁤整瑳摥挠浯汰瑥⹥㈠‮㔱‰浭椠搯䠠剓删瑡⡥獒⤮㌠⸰〰†桔潲杵⁨慒整2 42³5ˆЈ䠀剓䤠整〲㘮⸶ⴲ畃瑴湩⁧䥄瀠灩⁥湡⁤档灩楰杮漠⁲楦汬湩⁧桴⁥畳晲捡⁥潴愠甠楮潦浲映湩獩⁨⸲ㄠ〵洠⽩੤午⁒慒整刨⹳ 㠲〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀最㔀ࠀ午⁒瑉浥㈠⸲㘱⸲⸳ⴱ牐癯摩湩⁧湡⁤楦楸杮䌠䤮‮汳極散瘠污敶⁳眨瑩⁨慣⥰挠浯汰瑥⁥楷桴戠汯獴‬畮獴‬畲扢牥椠獮牥楴湯⁳瑥⹣⠠桴⁥慴汩瀠敩散⁳晩爠煥極敲⁤楷汬戠⁥慰摩猠灥牡瑡汥⥹㨠㌠ㄮ‮㔱‰浭搠慩敭整ੲ汃獡⁳੉午⁒慒整刨⹳ 㜷〲〮‰吠牨畯桧删瑡e㈀ऀ㐀᐀㈀였㈀츀㔀ࠀ午⁒瑉浥㈠⸲㘱⸲⸴ⴱ牐癯摩湩⁧湡⁤楦楸杮䌠䤮‮汳極散瘠污敶⁳眨瑩⁨慣⥰挠浯汰瑥⁥楷桴戠汯獴‬畮獴‬畲扢牥椠獮牥楴湯⁳瑥⹣⠠桴⁥慴汩瀠敩散⁳晩爠煥極敲⁤楷汬戠⁥慰摩猠灥牡瑡汥⥹㨠㐠ㄮ‮〲‰浭搠慩敭整ੲ汃獡⁳੉午⁒慒整刨⹳ ㈱ㄱ⸴〰†桔潲杵⁨慒整2 42Æ2Î5ñԈ䠀剓䤠整㈲ㄮ㈶ㄮㄮ倭潲楶楤杮愠摮映硩湩⁧⹃⹉猠畬捩⁥慶癬獥⠠楷桴挠灡 潣灭敬整眠瑩⁨潢瑬ⱳ渠瑵ⱳ爠扵敢⁲湩敳瑲潩獮攠捴‮琨敨琠楡楰捥獥椠⁦敲畱物摥眠汩敢瀠楡⁤敳慰慲整祬 ›⸱⸱ㄠ〰洠楤浡瑥牥䌊慬獳䤠䠊剓删瑡⡥獒⤮㔠㐰⸴〰†桔潲杵⁨慒整2 42Æ2Î5ˆЈ䠀剓䤠整〲㘮⸶ⴳ畃瑴湩⁧䥄瀠灩⁥湡⁤档灩楰杮漠⁲楦汬湩⁧桴⁥畳晲捡⁥潴愠甠楮潦浲映湩獩⁨⸳㈠〰洠⽩੤午⁒慒整刨⹳ 㜳〮‰吠牨畯桧删瑡e㈀ऀ㐀ᄀ㈀最㔀ࠀࠂ午⁒瑉浥㈠⸰㠶ㄮ倭潲楶楤杮‬潬敷楲杮‬慬楹杮椠牴湥档獥‬污杩楮杮‬楦楸杮椠潰楳楴湯愠摮樠楯瑮湩⁧瑡愠汬氠癥汥搯灥桴⁳畄瑣汩⁥牉湯⠠䥄 瑳湡慤摲猠数楣污⁳汰楡是慬杮摥 潳正瑥摥挠湯楦浲湩⁧潴䤠㥓㈵ⴳ〲〰眠瑩⁨畲扢牥爠湩⁧䔨䑐⽍䉓⥒樠楯瑮⁳畳档愠⁳整獥‬敢摮ⱳ琠灡牥ⱳ挠灡⁳瑥⹣眠瑩⁨湩琠敲据敨⁳湩䐠⁉楰数氠湩⁥潣灭敬整椠据畬楤杮愠汬洠瑡牥慩ⱬ氠扡畯Ⱳ琠獥楴杮愠摮挠浯業獳潩楮杮愠潬杮眠瑩⁨楰数氠湩⁥獡瀠牥吠捥湨捩污匠数楣楦慣楴湯⁳湡⁤獡瀠牥搠物捥楴湯漠⁦湅楧敮牥‮⸱唠⁰潴㌠〰浭搠慩䠊剓删瑡⡥獒⤮㘠⸴〰†桔潲杵⁨慒整2 42ǧ5Ĉ倀牥䬠⹧2ĊԈ䠀剓䤠整⸷㈲ㄮ䈭楲正眠牯楷桴挠浯潭畢湲⁴汣祡渠湯‭潭畤慬⁲牢捩獫漠⁦汣獡⁳敤楳湧瑡潩〱㔮椠畳数獲牴捵畴敲愠潢敶瀠楬瑮⁨敬敶灵琠汦潯⁲噉氠癥汥椠污桳灡獥愠摮猠穩獥椠੮›⸱䌠浥湥⁴潭瑲牡ㄠ㐺⠠‱散敭瑮㨠㐠挠慯獲⁥慳摮਩午⁒慒整刨⹳ 㐴㐰〮‰吠牨畯桧删瑡e㈀ऀ㐀က㈀딀㈀㔀ꌀࠁ午⁒瑉浥ㄠ⸵⸱⸱ⴲ慅瑲⁨潷歲椠硥慣慶楴湯漠⁦潦湵慤楴湯漠⁦瑳畲瑣牵獥愠⁳数⁲牤睡湩⁧湡⁤整档楮慣灳捥晩捩瑡潩Ɱ椠据畬楤杮猠瑥楴杮漠瑵‬潣獮牴捵楴湯漠⁦桳牯湩⁧湡⁤牢捡湩Ⱨ爠浥癯污漠⁦瑳浵獰愠摮漠桴牥搠汥瑥牥潩獵洠瑡整Ⱳ搠敲獳湩⁧景猠摩獥愠摮戠瑯潴湡⁤慢正楦汬湩⁧楷桴愠灰潲敶⁤慭整楲污愠⁳数⁲汣畡敳㌠㐰漠⁦位呒湡䡤猠数楣楦慣楴湯ੳ牏楤慮祲猠楯⸱⸲䴠湡慵敍湡⁳敄瑰⁨″潴㘠洠䠊剓删瑡⡥獒⤮ㄠ㜹〮‰吠牨畯桧删瑡e㈀ऀ㐀ሀ㈀倀㈁脀㔁⼀ࠁ午⁒瑉浥ㄠ⸰⸱⸱ⴱ牐癯摩湩⁧湡⁤慬楹杮漠⁦慢敳挠畯獲⁥景映潬牯⁳潣獮獩楴杮漠⁦〱‰浭琠楨正†散敭瑮†㨱㨸㘱†湡⁤ㄠ〰洠猠湡⁤漠⁲瑳湯⁥楦汬湩⹧ㄠㄮ‮敒挭浯慰瑣湩⁧硥慣慶整⁤潳汩椠汰湩桴甠摮牥映潬牯ⱳ椠据畬楤杮眠瑡牥湩Ⱨ爠浡業杮‬潣獮汯摩瑡湩⁧湡⁤牤獥楳杮挠浯汰瑥⹥䠊剓删瑡⡥獒⤮㜠⸳〰†桔潲杵⁨删瑡e㈀ऀ㐀ሀ㈀ഀ㔁ࠀ午⁒瑉浥㘠㈮⸶ⴱ硅牴⁡潦⁲牰癯摩湩⁧楲档牥洠硩獥甠⁰潴瀠楬瑮⁨湡⁤瑡愠汬映潬牯氠癥汥⹳ㄠ‮牐癯摩湩⁧ⵍ〳朠慲敤挠湯牣瑥⁥湩瑳慥⁤景䴠㈭‵牧摡⁥䵂⽃删䍍‮丨瑯㩥‭敃敭瑮挠湯整瑮挠湯楳敤敲⁤湩䴠㌭‰獩䀠㌠〴欠⽧畣⥭䠊剓删瑡⡥獒⤮㔠⸹〰†桔潲杵⁨慒整2 42Ó5ʏЈ䠀剓䤠整㠲ㄮㄮㄮ倭潲楶楤杮愠摮氠祡湩⁧潦牵挠畯獲獥眠瑡牥瀠潲景湩⁧牴慥浴湥⁴楷桴戠瑩浵湥映汥⁴癯牥爠潯獦挠湯楳瑳湩⁧景映物瑳愠摮琠楨摲挠畯獲獥漠⁦汢睯楢畴敭㔸㈯‵牯㤠⼰㔱挠湯潦浲湩⁧潴䤠⁓›〷′灡汰敩⁤潨⁴⁀⸱㔴䬠⁧数⁲煳慵敲洠瑥敲漠⁦牡慥映牯攠捡⁨潣牵敳‬敳潣摮挠畯獲⁥景爠潯楦杮映汥⁴祴数㌠朠慲敤䤭⠠敨獳慩慢敳⁤敳晬映湩獩敨⁤楢畴敭敦瑬 湡⁤潦牵桴愠摮映湩污挠畯獲⁥景猠潴敮朠楲⁴‶浭愠摮搠睯楳敺漠⁲数⁡楳敺⁤牧癡汥猠牰慥⁤瑡㘠挠扵捩搠捥浩瑥敲瀠牥猠畱牡⁥敭牴ⱥ椠据畬楤杮瀠敲慰慲楴湯漠⁦畳晲捡⁥畢⁴硥汣摵湩⁧牧摡湩⁧潣灭敬整眠瑩⁨›⸱⸱䈠瑩浵湥映汥⁴栨獥楳湡戠獡⥥琠灹⁥″牧摡⁥⁉潣普牯業杮琠卉㨠ㄠ㈳ਲ午⁒慒整刨⹳ 㘲⸸〰†桔潲杵⁨慒整2 42ɭ5şԈ䠀剓䤠整〲㔮⸱ⴳ慌潢牵删瑡獥椠据畬楤杮洠瑡牥慩獬椠牥捥楴杮‬楦楸杮愠摮樠楯瑮湩⁧楦瑸牵獥琠楦瑬牥戠摥ⱳ挠敬牡眠瑡牥琠湡獫愠摮猠摥浩湥慴楴湯琠湡獫攠捴‮⸳䘠硩湩⁧慷整⁲敬敶敲潣摲牥⁳牯爠瑡⁥景映潬⁷湩楤慣潴獲挠浯汰瑥⁥湩汣摵湩⁧牧畯楴杮䠊䐮‮潢瑬⁳湡⁤牢捡敫獴朠極敤獲映牯眠物ⱥ攠捴‬湩ㄠㄺ挠浥湥⁴慳摮洠牯慴⹲䠊剓删瑡⡥獒⤮ㄠ㠴⸷〰†桔潲杵⁨慒整2 42ò2ļ5ŽЈ䠀剓䤠整〲㘮ⴱ牐癯摩湩⁧湡⁤楦楸杮䐠捵楴敬䤠潲潄扵敬猠慥慭桮汯⁥潣敶獲愠摮映慲敭⁳景㘠〱洠⁸ㄶ‰浭眠瑩⁨潬正湩⁧牡慲杮浥湥⁴湯挠敬牡眠瑡牥琠湡獫椠据畬楤杮挠獯⁴景猠瑥楴杮椠敃敭瑮挠湯牣瑥⁥㨱㨲‴潴挠牯敲瑣愠楬湧敭瑮愠摮氠癥汥⁳湩汣摵湩⁧慣牲慩敧‬潬摡湩Ⱨ甠汮慯楤杮攠捴‮潣灭敬整椠污敲灳捥獴琠桴⁥慳楴晳捡楴湯漠⁦湅楧敮牥椭⵮䌠慨杲⹥䠊剓删瑡⡥獒⤮㔠⸷〰†桔潲杵⁨慒整2 42Ŝ5ËЈ䠀剓䤠整⸶〳㔮䌭湥整楲杮愠摮猠畨瑴牥湩⁧湩汣摵湩⁧瑳畲瑴湩Ⱨ瀠潲灰湩⁧瑥⹣愠摮爠浥癯污漠⁦潦浲映牯㔠‮楌瑮汥ⱳ戠慥獭‬汰湩桴戠慥獭‬楧摲牥ⱳ戠敲獳浵牥⁳湡⁤慣瑮汩癥牥ੳ午⁒慒整刨⹳ 㤲⸶〰†桔潲杵⁨慒整2 42©5ÅЈ䠀剓䤠整⸶㤲㌮䌭湥整楲杮愠摮猠畨瑴牥湩⁧湩汣摵湩⁧瑳畲瑴湩Ⱨ瀠潲灰湩⁧瑥⹣愠摮爠浥癯污漠⁦潦浲眠牯潦⁲›⸳䌠汯浵獮‬楰牥ⱳ愠畢浴湥獴‬楰汬牡ⱳ瀠獯獴愠摮猠牴瑵ੳ午⁒慒整刨⹳ 㘲⸱〰†桔潲杵⁨慒整2 42£5ƑԈ䠀剓䤠整〲ㄮ⸱ⴶ牐癯摩湩⁧湡⁤楦楸杮挠獡⁴物湯搠畯汢⁥汦湡敧⁤睳湩⁧档捥祴数爠晥畬⁸渨湯爠瑥牵⥮瘠污敶⁳乐ㄭ㘮洠牡敫⁤楷桴䤠㩓㌵㈱椠据畬楤杮渠瑵⁳湡⁤潢瑬⁳慭歲摥眠瑩⁨卉ㄺ㘳ⰳ爠扵敢⁲桳敥⁴慭歲摥眠瑩⁨卉㘺㠳攠捴Ⱞ挠牡楲条⁥潬摡湩Ⱨ甠汮慯楤杮‬瑳捡楫杮‬慨摮楬杮‬敲栭湡汤湩⁧瑥⹣䌊浯汰瑥⁥湩愠汬爠獥数瑣琠桴⁥慳楴晳捡楴湯漠⁦湅楧敮牥椭⵮挠慨杲⁥⸶㌠〰洠⽩੤午⁒慒整刨⹳ 㜱㌳⸹〰†桔潲杵⁨慒整2 42Ĝ2ŭ5ġԈ䠀剓䤠整㌲㈮⸲⸵ⴶ䍍䉃Ⱐ䥄呓䥒啂䥔乏䈠䅏䑒ⱓ䴊䉃獠‬䍒䉃獠‬䡃乁䕇传䕖⁒瑥⹣㔠㘮‮畓灰祬愠摮攠敲瑣潩景洠湩慩畴敲挠物畣瑩䈠敲歡牥†㐲⼰ㄴ‵⁖湩琠敨攠楸瑳湩⁧楤瑳楲畢楴湯戠慯摲椠据畬楤杮洠歡湩⁧敮散獳牡⁹潣湮捥楴湯㩳‭〴愠灭琠㌶愠灭‮䍍獂吠䥒䱐⁅佐䕌䠊剓删瑡⡥獒⤮ㄠ㌰⸸〰†桔潲杵⁨慒整2 42.2þ5ȋ؈䠀剓䤠整㐲㔮ㄮ㜮䴭卉䕃䱌乁佅单䤠䕔卍ㄠ㜮‮畓灰祬愠摮樊楯瑮湩⁧桴敲⁥潣敲猠扵敭獲扩敬映慬⁴慣汢獥漠⁦灡牰癯摥洠歡⁥楷桴戠牡⁥畢据敨⁤潣灰牥挠湯畤瑣牯椠獮汵瑡摥愠摮猠敨瑡敨⁤楷桴倠䍖映牯猠扵敭獲扩敬瀠浵⁰潭潴獲⼠潦湵慴湩氠杩瑨⁳瑥⁣楷桴瘠汯慴敧朠慲敤ㄠ〱‰潶瑬⁳慭歲摥眠瑩⁨卉㘺㐹‬㤱〹椠据畬楤杮挠獯⁴景樠楯瑮湩Ⱨ洠瑡牥慩獬愠⁳敷汬愠⁳慣牲慩敧‬潬摡湩Ⱨ甠汮慯楤杮攠捴‮潣灭敬整椠污敲灳捥⁴灵琠桴⁥湥楴敲猠瑡獩慦瑣潩景䔠杮湩敥⵲椠⵮桃牡敧ਮ畓浢牥楳汢⁥潃灰牥䌠扡敬㌠䌠牯⁥†㔲猠浱੭午⁒慒整刨⹳ ㄴ⸶〰†桔潲杵⁨慒整2 4262ƿ2ǩ5½Ԉ䠀剓䤠整㐲ㄮ㤮䔭剁䡔义⁇乁⁄䥌䡇䕔䥎䝎䄠剒卅佔੒⸹倠潲楶楤杮愠摮映硩湩⁧㔲洠㕸洠潣灰牥猠牴灩椠〴洠楤⁡⹇⹉瀠灩⁥牦浯攠牡桴攠敬瑣潲敤愠⁳敲畱物摥ਮ午⁒慒整N

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

Rs.) 730.00 Through Rate2 4212›5áHSR Item 24.1.12-EARTHING AND LIGHTENING ARRESTOR 12. Supplying and laying 6 S.W.G G.I. wire at 0.50 m below ground level from earth electrode including thimbles, soldering etc. as required. HSR Rate(Rs.) 127.00 Through Rate2 42)2`2¿5éHSR Item 24.1.1-EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. HSR Rate(Rs.) 2721.00 Through Rate2 4212Æ5LHSR Item 23.27.6-Supply and erection of Godrej Almirah typeM.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current . The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work:- 6. M.S. pedestal of size 1500 mm wide , 1800 mm high ,450 mm deep and bottom totally open , duly embeded in cement concrete block of size 1650 mm x 600 mm x 200 mm above ground level , having a base of size 1800 mm x 750 mm x 250 mm below ground level . 0 0 HSR Rate(Rs.) 16270.00 Through Rate2 42&2(5J
HSR Item 24.1.3-EARTHING AND LIGHTENING ARRESTOR 3. Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. HSR Rate(Rs.) 3368.00 Through Rate2 4212'
5
HSR Item 24.1.16-EARTHING AND LIGHTENING ARRESTOR 16. Supply and erection of 25mm dia 1.5 metre long lightning GI. tube rod tapered into a point at the top with 16cm x 16cm x 3mm thick G.I. base plate and necessary nuts and bolts with washers. HSR Rate(Rs.) 898.00 Through Rate2 42)2ô5Ø
HSR Item 13.44-Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. HSR Rate(Rs.) 132.00 Through Rate2 42¶
5¤HSR Item 24.1.2-EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. HSR Rate(Rs.) 652.00 Through Rate2 4212‚5ãHSR Item 24.1.17-EARTHING AND LIGHTENING ARRESTOR 17. Providing and fixing testing joints made of 20mm x 3mm thick G.I. strips 125 mm long with 4 nos. G.I. bolts and nuts with washers complete. HSR Rate(Rs.) 73.00 Through Rate2 42)2Â5ìHSR Item 23.3.1.2-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B HSR Rate(Rs.) 512.00 Through Rate2 42/2£2Ê5ìHSR Item 23.3.1.3-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.3. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group C HSR Rate(Rs.) 650.00 Through Rate2 42/2£2Ê5t
HSR Item 23.1.5.1-COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 5.1. Wiring in MS conduit system for 3- pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group A HSR Rate(Rs.) 1165.00 Through Rate2 42.2Q
5¸HSR Item 24.1.14-EARTHING AND LIGHTENING ARRESTOR 14. Supply and erection of 20mm x 3 mm thick GI, tape fixed with suitable G.I. staples of same size. HSR Rate(Rs.) 62.00 Through Rate2 42)2—5t
HSR Item 23.1.5.3-COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 5.3. Wiring in MS conduit system for 3- pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group C HSR Rate(Rs.) 1658.00 Through Rate2 42.2Q
5G
HSR Item 20.117.49-Supplying, erection, testing and commissioning of horizontal motor pumping set for clear water having head 25.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked. 49. Discharge Capacity (LPM) 2800 Power Capacity (BHP) 25 HSR Rate(Rs.) 214880.00 Through Rate2 42V2~2Ï2"
5jHSR Item 20.114.4-Supplying erection, testing of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp. Meter of 0 to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in all respect. 4. 25 HP Motor HSR Rate(Rs.) 28988.00 Through Rate2 42b2•
2÷22F5¬
HSR Item 24.4.3-STREET LIGHT 3. Supply and erection of 32mm dia metre 1.5 m long bracket (B-class) making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of GI. bracket on wall with 2 nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts and nuts etc. including necessary connections. HSR Rate(Rs.) 512.00 Through Rate2 42s6±2Š
5è
HSR Item 23.22.6.6-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 6.6. Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. FP RCCB 30ma sensitivity , 63 A HSR Rate(Rs.) 2244.00 Through Rate2 42.2Å
50
HSR Item 9.57.2-Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter HSR Rate(Rs.) 200.00 Through Rate2 42
5
HSR Item 23.22.5.1-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole HSR Rate(Rs.) 145.00 Through Rate2 42.2ø5àHSR Item 23.22.8.5-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 8.5. SITC Four pole ON LOAD Manual change over switch in SS enclosure of following Ratings 400 amp 415 volts HSR Rate(Rs.) 31366.00 Through Rate2 42.2ª2¼5yHSR Item 20.76.5-Design, Supply and erection of transformer of standard make Required 25 KVA 11/0.433 KVA rating outdoor type 11 KVA V.C.B, panel, G.O. switch, H. Pole , H.T metering panel, APFC panel, battery charges, 11 KVA substation, entire cable network from G.O. switch to H.T metering equipment and from H.T metering to Transformer. From transformer to main to L.T, panel earthling, safety equipment, fenced enclosure for transformer, and any other contingent thereto complete in all respect as per approved make and directions of Engineer-in-charge as per respective capacity. 5. 100 KVA HSR Rate(Rs.) 247439.00 Through Rate2 42T5qHSR Item 20.89.4-`Designing, Supply and erection of DG set of capacity given below with noise controlled devices acoustic of suitable rating, testing and commissioning of diesel generating set, radiator cooled, 3 phase, 4 wire, 50 cycles 415 plus (-)1% volts AC alternator coupled directly through a set of flexible coupling on a common MS fabricated base frame with diesel engine complete with suitable size incoming cable from generator to change over/AMF panel, making 2nd incoming cable connection from transformer, outgoing cable connection from changeover/ standard panel, making second incoming cable connection from transformer, outgoing cable connection from changeover / STD panel to incomer of motor starter panel, fenced enclosure with platform for DG sets complete as per following detailed scope and specifications and directions of Engineer-in-charge. The rating should be at 1500 RPM. a) Diesel Engine b) Alternator c) Battery 24 V. d) Base Plate. e) suitable sq mm suitable core copper cable upto 40 metres. f) Tools, standard panel g) Metering set 415 VAC-1 set (Amp. meter, Volt Meter, ASS, VSS, Phase Indicator, control fuse, frequency meter, CT`s) h) Metering set 60/5A/110V (Amp. Meter, Volt Meter) i) Overload protection for DC-1 No. j) Battery Charger 24V DC k)Copper bus bar of suitable size l) KWH meter 96 sqmm size m) Starting fuse button and key switch9on/off) n) Indicating lamps for low lubricated oil pressure, high coolant temperature, set running, load on, Dc control and other required accessories complete in all respects to the satisfaction of Engineer-in-charge` 4. 50 KVA HSR Rate(Rs.) 522763.00 Through Rate2 421
2d2†2—2¥2¶2Å222’2Æ2ê22&2@2o2L5æ
HSR Item 23.22.4.7-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.7. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. TPN DB Horizontal type Double Door 8 way ( 8 incoming 3phase*8 outgoing) HSR Rate(Rs.) 3958.00 Through Rate2 42.2Ã
5˜
HSR Item 9.18-Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. HSR Rate(Rs.) 147.00 Through Rate2 42v
5iHSR Item 13.38-Providing and fixing ball bearing for rolling shutters. HSR Rate(Rs.) 322.00 Through Rate2 42G5m
HSR Item 13.29.1-Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete HSR Rate(Rs.) 79.00 Through Rate2 42L
5žHSR Item 11.6.1-15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) HSR Rate(Rs.) 138.00 Through Rate2 42|5
HSR Item 3.1.18-By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. HSR Rate(Rs.) 202.00 Rate2 42u
5«HSR Item 13.37.1-Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 1. 80x1.25 mm M.S. laths with 1.25 mm thick top cover HSR Rate(Rs.) 1993.00 Through Rate2 42ˆ5¯HSR Item 11.77-Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. HSR Rate(Rs.) 19.00 Through Rate2 42Ž5L
HSR Item 13.29.2-Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works HSR Rate(Rs.) 83.00 Through Rate2 42+
5•HSR Item 10.43-Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. HSR Rate(Rs.) 14.00 Through Rate2 42t5©
HSR Item 12.36.1-Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws HSR Rate(Rs.) 2385.00 Through Rate2 42†
5ÇHSR Item 13.3.3.1-Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 3.1. Profile E Fixing with adjustable lugs with split end tail to each jamb HSR Rate(Rs.) 388.00 Through Rate2 42¥5¾HSR Item 6.30.6-Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts HSR Rate(Rs.) 262.00 Through Rate2 42œ5´
HSR Item 12.9.7.2-Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 7.2. 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). HSR Rate(Rs.) 1244.00 Through Rate2 42‘
5[
HSR Item 10.37.1-Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1. 25 mm thick HSR Rate(Rs.) 790.00 Through Rate2 42*
29
5a
HSR Item 10.38-Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. HSR Rate(Rs.) 836.00 Through Rate2 42?
5oHSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) HSR Rate(Rs.) 113.00 Through Rate2 42M5êHSR Item 11.2-6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. HSR Rate(Rs.) 130.00 Through Rate2 42°2È5¸HSR Item 11.59-Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. HSR Rate(Rs.) 71.00 Through Rate2 42—5«HSR Item 12.78.1-Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 1. 250x10 mm HSR Rate(Rs.) 319.00 Through Rate2 42|2‰5‹HSR Item 12.85.1-Providing and fixing bright finished brass handles with screws etc. complete: 1. 125 mm HSR Rate(Rs.) 174.00 Through Rate2 42i5ÐHSR Item 12.59.1-Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 1. 300 mm weighing not less than 330 gms HSR Rate(Rs.) 157.00 Through Rate2 42®59
HSR Item 11.76-Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. HSR Rate(Rs.) 37.00 Through Rate2 42
5îHSR Item 20.71.1-Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48" (1200mm) HSR Rate(Rs.) 2054.00 Through Rate2 42»2Ë5=
HSR Item 23.8.4-FITTING AND ACCESSORIES 4. Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. HSR Rate(Rs.) 95.00 Through Rate2 4222
5F
HSR Item 23.8.1.13-FITTING AND ACCESSORIES 1.13. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Socket size rotary step type Electronic regulator for A.C. ceiling fan HSR Rate(Rs.) 188.00 Through Rate2 4212$
5½HSR Item 24.2.6.6-LT CABLE 6.6. Supply and erection of copper lugs including crimping etc. entire satisfaction of Engineer-in- Charge of the work. 16 sqmm HSR Rate(Rs.) 13.00 Through Rate2 42œ5’
HSR Item 23.7.6.3-PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.3. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 32 mm dia. HSR Rate(Rs.) 45.00 Through Rate2 42d2q
5’
HSR Item 23.7.6.2-PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. HSR Rate(Rs.) 32.00 Through Rate2 42d2q
5A
HSR Item 20.72-Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. HSR Rate(Rs.) 1339.00 Through Rate2 42
5J
HSR Item 23.3.6.5-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.5. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 10 Sqmm (1/3.50 mm) HSR Rate(Rs.) 346.00 Through Rate2 42/2(
5U
HSR Item 9.58.5.2-Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessori

HSR Item 6.34.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR Rate(Rs.) 68.00 Through Rate

for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.2. Bend 87.5° 110 mm bend HSR Rate(Rs.) 93.00 Through Rate2 42
2"
6(
24
5
HSR Item 12.100-Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. HSR Rate(Rs.) 64.00 Through Rate2 42þ5J
HSR Item 23.3.6.2-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.2. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) HSR Rate(Rs.) 113.00 Through Rate2 42/2(
5ØHSR Item 7.27.2-Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in foundations and plinth in : 2. cement mortar 1:4 (1 cement : 4 coarse sand) HSR Rate(Rs.) 458.00 Through Rate2 42¶5P
HSR Item 12.24.4-Planking of commercial hard wood, such as Hollock, champ, chikrassy and chaplash etc., (Non-coniferous timber other than teak conforming to I.S. specification no.1003 kiln-seasoned) planed on both sides, rebated and fixed in position, including nails and screws, etc:- 4. 30 mm thick HSR Rate(Rs.) 1802.00 Through Rate2 42-
5ý
HSR Item 10.61-Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. HSR Rate(Rs.) 756.00 Through Rate2 42Û
5HSR Item 9.11.1-10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 1. With common burnt clay non-modular brick tile of class designation 10 HSR Rate(Rs.) 488.00 Through Rate2 42ñ
5
HSR Item 9.17.1-Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. In 75x75 mm deep chase HSR Rate(Rs.) 112.00 Through Rate2 42ý5'HSR Item 10.62-Providing and fixing Ist 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 per sqm, including pointing in white cement mixed with pigment of matching shade complete. HSR Rate(Rs.) 570.00 Through Rate2 425

HSR Item 22.207.1-Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 HSR Rate(Rs.) 5463.00 Through Rate

HSR Item 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer- in-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate

HSR Item 6.1.6-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) HSR Rate(Rs.) 2442.00 Through Rate

Rs.) 730.00 Through Rate2 4212›5áHSR Item 24.1.12-EARTHING AND LIGHTENING ARRESTOR 12. Supplying and laying 6 S.W.G G.I. wire at 0.50 m below ground level from earth electrode including thimbles, soldering etc. as required. HSR Rate(Rs.) 127.00 Through Rate2 42)2`2¿5éHSR Item 24.1.1-EARTHING AND LIGHTENING ARRESTOR 1. Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. HSR Rate(Rs.) 2721.00 Through Rate2 4212Æ5LHSR Item 23.27.6-Supply and erection of Godrej Almirah typeM.S. pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S. sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current . The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work:- 6. M.S. pedestal of size 1500 mm wide , 1800 mm high ,450 mm deep and bottom totally open , duly embeded in cement concrete block of size 1650 mm x 600 mm x 200 mm above ground level , having a base of size 1800 mm x 750 mm x 250 mm below ground level . 0 0 HSR Rate(Rs.) 16270.00 Through Rate2 42&2(5J
HSR Item 24.1.3-EARTHING AND LIGHTENING ARRESTOR 3. Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. HSR Rate(Rs.) 3368.00 Through Rate2 4212'
5
HSR Item 24.1.16-EARTHING AND LIGHTENING ARRESTOR 16. Supply and erection of 25mm dia 1.5 metre long lightning GI. tube rod tapered into a point at the top with 16cm x 16cm x 3mm thick G.I. base plate and necessary nuts and bolts with washers. HSR Rate(Rs.) 898.00 Through Rate2 42)2ô5Ø
HSR Item 13.44-Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. HSR Rate(Rs.) 132.00 Through Rate2 42¶
5¤HSR Item 24.1.2-EARTHING AND LIGHTENING ARRESTOR 2. Extra for using salt and char coal/coke for pipe earth electrode as required. HSR Rate(Rs.) 652.00 Through Rate2 4212‚5ãHSR Item 24.1.17-EARTHING AND LIGHTENING ARRESTOR 17. Providing and fixing testing joints made of 20mm x 3mm thick G.I. strips 125 mm long with 4 nos. G.I. bolts and nuts with washers complete. HSR Rate(Rs.) 73.00 Through Rate2 42)2Â5ìHSR Item 23.3.1.2-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.2. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group B HSR Rate(Rs.) 512.00 Through Rate2 42/2£2Ê5ìHSR Item 23.3.1.3-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 1.3. Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. Group C HSR Rate(Rs.) 650.00 Through Rate2 42/2£2Ê5t
HSR Item 23.1.5.1-COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 5.1. Wiring in MS conduit system for 3- pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group A HSR Rate(Rs.) 1165.00 Through Rate2 42.2Q
5¸HSR Item 24.1.14-EARTHING AND LIGHTENING ARRESTOR 14. Supply and erection of 20mm x 3 mm thick GI, tape fixed with suitable G.I. staples of same size. HSR Rate(Rs.) 62.00 Through Rate2 42)2—5t
HSR Item 23.1.5.3-COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) 5.3. Wiring in MS conduit system for 3- pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group C HSR Rate(Rs.) 1658.00 Through Rate2 42.2Q
5G
HSR Item 20.117.49-Supplying, erection, testing and commissioning of horizontal motor pumping set for clear water having head 25.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked. 49. Discharge Capacity (LPM) 2800 Power Capacity (BHP) 25 HSR Rate(Rs.) 214880.00 Through Rate2 42V2~2Ï2"
5jHSR Item 20.114.4-Supplying erection, testing of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp. Meter of 0 to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in all respect. 4. 25 HP Motor HSR Rate(Rs.) 28988.00 Through Rate2 42b2•
2÷22F5¬
HSR Item 24.4.3-STREET LIGHT 3. Supply and erection of 32mm dia metre 1.5 m long bracket (B-class) making an angle of 10° to 15° with horizontal plane for mounting street light fitting fixing of GI. bracket on wall with 2 nos. 32 mm x 3 mm thick M.S. clamps including cost of cutting, welding of G.I. pipe complete with cement sand mixture, bolts and nuts etc. including necessary connections. HSR Rate(Rs.) 512.00 Through Rate2 42s6±2Š
5è
HSR Item 23.22.6.6-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 6.6. Supply and erection double pole/Four pole Residual (RCCB/ELCB) on 240/415V, 5Hz. AC supply installed in existing sheet steel enclosures including making necessary connections and bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. FP RCCB 30ma sensitivity , 63 A HSR Rate(Rs.) 2244.00 Through Rate2 42.2Å
50
HSR Item 9.57.2-Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter HSR Rate(Rs.) 200.00 Through Rate2 42
5
HSR Item 23.22.5.1-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 5.1. Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole HSR Rate(Rs.) 145.00 Through Rate2 42.2ø5àHSR Item 23.22.8.5-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 8.5. SITC Four pole ON LOAD Manual change over switch in SS enclosure of following Ratings 400 amp 415 volts HSR Rate(Rs.) 31366.00 Through Rate2 42.2ª2¼5yHSR Item 20.76.5-Design, Supply and erection of transformer of standard make Required 25 KVA 11/0.433 KVA rating outdoor type 11 KVA V.C.B, panel, G.O. switch, H. Pole , H.T metering panel, APFC panel, battery charges, 11 KVA substation, entire cable network from G.O. switch to H.T metering equipment and from H.T metering to Transformer. From transformer to main to L.T, panel earthling, safety equipment, fenced enclosure for transformer, and any other contingent thereto complete in all respect as per approved make and directions of Engineer-in-charge as per respective capacity. 5. 100 KVA HSR Rate(Rs.) 247439.00 Through Rate2 42T5qHSR Item 20.89.4-`Designing, Supply and erection of DG set of capacity given below with noise controlled devices acoustic of suitable rating, testing and commissioning of diesel generating set, radiator cooled, 3 phase, 4 wire, 50 cycles 415 plus (-)1% volts AC alternator coupled directly through a set of flexible coupling on a common MS fabricated base frame with diesel engine complete with suitable size incoming cable from generator to change over/AMF panel, making 2nd incoming cable connection from transformer, outgoing cable connection from changeover/ standard panel, making second incoming cable connection from transformer, outgoing cable connection from changeover / STD panel to incomer of motor starter panel, fenced enclosure with platform for DG sets complete as per following detailed scope and specifications and directions of Engineer-in-charge. The rating should be at 1500 RPM. a) Diesel Engine b) Alternator c) Battery 24 V. d) Base Plate. e) suitable sq mm suitable core copper cable upto 40 metres. f) Tools, standard panel g) Metering set 415 VAC-1 set (Amp. meter, Volt Meter, ASS, VSS, Phase Indicator, control fuse, frequency meter, CT`s) h) Metering set 60/5A/110V (Amp. Meter, Volt Meter) i) Overload protection for DC-1 No. j) Battery Charger 24V DC k)Copper bus bar of suitable size l) KWH meter 96 sqmm size m) Starting fuse button and key switch9on/off) n) Indicating lamps for low lubricated oil pressure, high coolant temperature, set running, load on, Dc control and other required accessories complete in all respects to the satisfaction of Engineer-in-charge` 4. 50 KVA HSR Rate(Rs.) 522763.00 Through Rate2 421
2d2†2—2¥2¶2Å222’2Æ2ê22&2@2o2L5æ
HSR Item 23.22.4.7-MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 4.7. Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. TPN DB Horizontal type Double Door 8 way ( 8 incoming 3phase*8 outgoing) HSR Rate(Rs.) 3958.00 Through Rate2 42.2Ã
5˜
HSR Item 9.18-Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. HSR Rate(Rs.) 147.00 Through Rate2 42v
5iHSR Item 13.38-Providing and fixing ball bearing for rolling shutters. HSR Rate(Rs.) 322.00 Through Rate2 42G5m
HSR Item 13.29.1-Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 1. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete HSR Rate(Rs.) 79.00 Through Rate2 42L
5žHSR Item 11.6.1-15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) HSR Rate(Rs.) 138.00 Through Rate2 42|5
HSR Item 3.1.18-By Mechanical Transport including loading, unloading and stacking 18. Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. HSR Rate(Rs.) 202.00 Rate2 42u
5«HSR Item 13.37.1-Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 1. 80x1.25 mm M.S. laths with 1.25 mm thick top cover HSR Rate(Rs.) 1993.00 Through Rate2 42ˆ5¯HSR Item 11.77-Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. HSR Rate(Rs.) 19.00 Through Rate2 42Ž5L
HSR Item 13.29.2-Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works HSR Rate(Rs.) 83.00 Through Rate2 42+
5•HSR Item 10.43-Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre. HSR Rate(Rs.) 14.00 Through Rate2 42t5©
HSR Item 12.36.1-Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws HSR Rate(Rs.) 2385.00 Through Rate2 42†
5ÇHSR Item 13.3.3.1-Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 3.1. Profile E Fixing with adjustable lugs with split end tail to each jamb HSR Rate(Rs.) 388.00 Through Rate2 42¥5¾HSR Item 6.30.6-Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts HSR Rate(Rs.) 262.00 Through Rate2 42œ5´
HSR Item 12.9.7.2-Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick : 7.2. 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). HSR Rate(Rs.) 1244.00 Through Rate2 42‘
5[
HSR Item 10.37.1-Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 1. 25 mm thick HSR Rate(Rs.) 790.00 Through Rate2 42*
29
5a
HSR Item 10.38-Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. HSR Rate(Rs.) 836.00 Through Rate2 42?
5oHSR Item 11.5.3-12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) HSR Rate(Rs.) 113.00 Through Rate2 42M5êHSR Item 11.2-6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. HSR Rate(Rs.) 130.00 Through Rate2 42°2È5¸HSR Item 11.59-Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. HSR Rate(Rs.) 71.00 Through Rate2 42—5«HSR Item 12.78.1-Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 1. 250x10 mm HSR Rate(Rs.) 319.00 Through Rate2 42|2‰5‹HSR Item 12.85.1-Providing and fixing bright finished brass handles with screws etc. complete: 1. 125 mm HSR Rate(Rs.) 174.00 Through Rate2 42i5ÐHSR Item 12.59.1-Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws etc. complete : 1. 300 mm weighing not less than 330 gms HSR Rate(Rs.) 157.00 Through Rate2 42®59
HSR Item 11.76-Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. HSR Rate(Rs.) 37.00 Through Rate2 42
5îHSR Item 20.71.1-Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge 1. 48" (1200mm) HSR Rate(Rs.) 2054.00 Through Rate2 42»2Ë5=
HSR Item 23.8.4-FITTING AND ACCESSORIES 4. Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. HSR Rate(Rs.) 95.00 Through Rate2 4222
5F
HSR Item 23.8.1.13-FITTING AND ACCESSORIES 1.13. Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections, complete in all respect. Socket size rotary step type Electronic regulator for A.C. ceiling fan HSR Rate(Rs.) 188.00 Through Rate2 4212$
5½HSR Item 24.2.6.6-LT CABLE 6.6. Supply and erection of copper lugs including crimping etc. entire satisfaction of Engineer-in- Charge of the work. 16 sqmm HSR Rate(Rs.) 13.00 Through Rate2 42œ5’
HSR Item 23.7.6.3-PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.3. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 32 mm dia. HSR Rate(Rs.) 45.00 Through Rate2 42d2q
5’
HSR Item 23.7.6.2-PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL POINTS 6.2. Supply and erection of PVC CONDUIT ISI marked (Medium) recessed in wall/ceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. HSR Rate(Rs.) 32.00 Through Rate2 42d2q
5A
HSR Item 20.72-Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge. HSR Rate(Rs.) 1339.00 Through Rate2 42
5J
HSR Item 23.3.6.5-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.5. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 10 Sqmm (1/3.50 mm) HSR Rate(Rs.) 346.00 Through Rate2 42/2(
5U
HSR Item 9.58.5.2-Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessori

HSR Item 6.34.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. HSR Rate(Rs.) 68.00 Through Rate

for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.2. Bend 87.5° 110 mm bend HSR Rate(Rs.) 93.00 Through Rate2 42
2"
6(
24
5
HSR Item 12.100-Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. HSR Rate(Rs.) 64.00 Through Rate2 42þ5J
HSR Item 23.3.6.2-COPPER WIRING IN PVC CONDUIT (SURFACE/RECESS) 6.2. Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) HSR Rate(Rs.) 113.00 Through Rate2 42/2(
5ØHSR Item 7.27.2-Half brick masonry with common burnt clay non-modular bricks of class designation 10.5 in foundations and plinth in : 2. cement mortar 1:4 (1 cement : 4 coarse sand) HSR Rate(Rs.) 458.00 Through Rate2 42¶5P
HSR Item 12.24.4-Planking of commercial hard wood, such as Hollock, champ, chikrassy and chaplash etc., (Non-coniferous timber other than teak conforming to I.S. specification no.1003 kiln-seasoned) planed on both sides, rebated and fixed in position, including nails and screws, etc:- 4. 30 mm thick HSR Rate(Rs.) 1802.00 Through Rate2 42-
5ý
HSR Item 10.61-Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. HSR Rate(Rs.) 756.00 Through Rate2 42Û
5HSR Item 9.11.1-10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 1. With common burnt clay non-modular brick tile of class designation 10 HSR Rate(Rs.) 488.00 Through Rate2 42ñ
5
HSR Item 9.17.1-Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 1. In 75x75 mm deep chase HSR Rate(Rs.) 112.00 Through Rate2 42ý5'HSR Item 10.62-Providing and fixing Ist 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 per sqm, including pointing in white cement mixed with pigment of matching shade complete. HSR Rate(Rs.) 570.00 Through Rate2 425

HSR Item 22.207.1-Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : 1. With common burnt clay non-modular bricks of class designation 7.5 HSR Rate(Rs.) 5463.00 Through Rate

Please Enable Macros to View BoQ information