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| 1 | SERVENT QUARTEREarth 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. dsr-23-2.8 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 3 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 7 | Half brick masonry with common burnt clay F.P.S. (non modular) bricksof class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) dsr-23-6.13.2 |
| 8 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Dsr-23-5.22.6 |
| 10 | 12 mm cement plaster of mix: (1:6)- DSR-23-13.4.1 |
| 11 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 12 | Providing and fixing Ist quality ceramic glazed wall tiles. DSR-23-8.31 |
| 13 | Providing and laying 1st Qualtity Ceramic glazed floor tiles . DSR-23-11.37A |
| 14 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm DSR-21-11.41.2 |
| 15 | Supply and Fixing 20 mm thick Black Granite (Polised) in big slab.DSR-23 |
| 16 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR-23----13.44.1 |
| 17 | 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. |
| 18 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 35MM THK. DSR-23-28.88 |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 20 | Making khurra 45x45 with or thickness of 5CM cement concrete 1:2:4 over PVC sheet 1Mx1M 400 micron finished with 12MM cement plaster in 1:3 with neat cement rounding edge and making and finishing the outlet complete.. D.S.R.-2023-12.22 |
| 21 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources).. D.S.R.-2023-4.10 |
| 22 | WATER SUPPLY AND SANETRYENTERNAL WATER SUPPLY AND SANETRY FETTING |
| 23 | ENTERNAL ELECTIC WORK |
| 24 | CLINIC 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. dsr-23-2.8 |
| 25 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 26 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 29 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 30 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 31 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Dsr-23-5.22.6 |
| 32 | 12 mm cement plaster of mix: (1:6)- DSR-23-13.4.1 |
| 33 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 34 | Providing and fixing Ist quality ceramic glazed wall tiles. DSR-23-8.31 |
| 35 | Providing and laying 1st Qualtity Ceramic glazed floor tiles . DSR-23-11.37A |
| 36 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm DSR-21-11.41.2 |
| 37 | Supply and Fixing 20 mm thick Black Granite (Polised) in big slab.DSR-23 |
| 38 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) DSR-23-13.46.1 |
| 39 | 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. |
| 40 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 35MM THK. DSR-23-28.88 |
| 41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 42 | Making khurra 45x45 with or thickness of 5CM cement concrete 1:2:4 over PVC sheet 1Mx1M 400 micron finished with 12MM cement plaster in 1:3 with neat cement rounding edge and making and finishing the outlet complete.. D.S.R.-2023-12.22 |
| 43 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources).. D.S.R.-2023-4.10 |
| 44 | WATER SUPPLY AND SANETRYENTERNAL WATER SUPPLY AND SANETRY FETTING |
| 45 | ENTERNAL ELECTIC WORK |
| 46 | CHAFF (BHUSHA) STOREEarth 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. dsr-23-2.8 |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 48 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 49 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 50 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 51 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 52 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 53 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Dsr-23-5.22.6 |
| 54 | 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. |
| 55 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) DSR 23---12.50 |
| 56 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : DSR 23---12.51.6 |
| 57 | 12 mm cement plaster of mix: (1:6)- DSR-23-13.4.1 |
| 58 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 59 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregateDSR-23-11.3 |
| 60 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR-23----13.44.1 |
| 61 | 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. |
| 62 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designedpipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters. |
| 63 | Extra for providing mechanical device chain and crank operation foroperating rolling shutters. |
| 64 | Providing and fixing ball bearing for rolling shutters. DSR-23---10.7 |
| 65 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 66 | ENTERNAL ELECTIC WORK |
| 67 | CHAFF CUTTER SHADEEarth 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. dsr-23-2.8 |
| 68 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 69 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 70 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 71 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 72 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 73 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Dsr-23-5.22.6 |
| 74 | 12 mm cement plaster of mix: (1:6)- DSR-23-13.4.1 |
| 75 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 76 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregateDSR-23-11.3 |
| 77 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR-23----13.44.1 |
| 78 | 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. |
| 79 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) DSR 23---12.50 |
| 80 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : DSR 23---12.51.6 |
| 81 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 82 | GALVANIZED STEEL SHEET ROOFING, NAAD & DRAIN 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. dsr-23-2.8 |
| 83 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 84 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 85 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 86 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 87 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 88 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 89 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Dsr-23-5.22.6 |
| 90 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 91 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregateDSR-23-11.3 |
| 92 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR-23----13.44.1 |
| 93 | 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. |
| 94 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) DSR 23---12.50 |
| 95 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : DSR 23---12.51.6 |
| 96 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 97 | BOUNDARY WALLEarth 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. dsr-23-2.8 |
| 98 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 99 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 100 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 101 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 102 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 103 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 104 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Dsr-23-5.22.6 |
| 105 | 12 mm cement plaster of mix: (1:6)- DSR-23-13.4.1 |
| 106 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 107 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR-23----13.44.1 |
| 108 | Supplying at site Angle iron post & strut of required size includingbottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Dsr-23---16.19 |
| 109 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to bemade per metre cost of total length of barbed wire used. |
| 110 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 111 | MS GATESteel 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. |
| 112 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 113 | INTERLOCKING ROAD & BIO GAS PLANT BASEEarth 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. dsr-23-2.8 |
| 114 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 115 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 116 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 117 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 118 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 119 | R.C.C work in 1:2:4 Cement Coarse sand & 20MM Stone grit in foundation and floors as per SI.No. 279-b |
| 120 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 121 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size stone aggregateDSR-23-11.3 |
| 122 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) DSR-23-13.46.1 |
| 123 | Providing and laying 60mm thick faciory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.. D.S.R.-2023---16.68 |
| 124 | CHARHIEarth 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. dsr-23-2.8 |
| 125 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Dsr-23-2.25 |
| 126 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. |
| 127 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: |
| 128 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-23-6.1.2 |
| 129 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : dsr-23-6.4.1 |
| 130 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 131 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete, DSR-13.80 |
| 132 | 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) DSR-23-13.46.1 |
| 133 | WATER SUPPLY AND SANETRYEXTERNAL ELECTRICE & CONNECTION |
| 134 | Drilling of 200 mm dia bore hole. |
| 135 | Supply of 125 mm dia MSpipe as per IS1239 |
| 136 | Supply of 125 mm dia slotted MSpipe |
| 137 | Supply and fixing of nylon jali around the slotted pipes complete as required. |
| 138 | Providing and packing of coarse sand / pea gravel around the pipe. |
| 139 | Transport of boring tools other required equipements and installation at site. |
| 140 | Supply of submersible pump of make KSB 5.0 HP with control panel, support wire etc. complete. |
| 141 | Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump) |
| 142 | wall etc. (from submersible pump to ground level) |
| 143 | Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality. |
| 144 | Lowering of 125 mm dia MS pipe in bore hole including cutting,jointing etc complete. |
| 145 | Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect. |
| 146 | Fixing, testing and commissioning for erection and lowering of |
| 147 | Testing and development of tube well. |
| 148 | BIO GAS PLANT (45 CUM WITH 5 KVA GENERATOR) AS PER ATTACHED QUATATION |
| 149 | STAINLESS STEEL CATTLE CRUSH |
| 150 | ADD 18.0% FOR G.S.T. |
| 151 | ADD FOR EXTERNAL ELECTRIC CONNECTION |
