Public Works Department-PWD has published Tender For External Development Works Phase V At Ikgptu Main Campus Kapurthala. Submission Date for this Tender is 09-04-2024. Civil Work Tenders in kapurthala Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | CIVIL WORKS |
| 2 | EXTERNAL DEVELOPMENT PHASE-V, PART A (VC"S RESIDENCE) |
| 3 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 4 | Earth filling inunder floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 5 | Earth filling with earth brought from outside including loading and unloading completeWithin 15Km |
| 6 | Cement Concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 7 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. |
| 8 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 9 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 10 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 11 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 12 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 13 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 14 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure |
| 15 | First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth. |
| 16 | First class burnt brick work laid in cement coarse sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 17 | Providing and laying Polished Granite stone 18 mm thick flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 18 | Fine dressed red sand stone (from Agra) 40mm thick set in cement mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone. |
| 19 | Fine dressed and machine rubbed red sand stone ( from Agra ) 25 mm to 50 mm thick lining on wall, pillars, skirting, dado & risers of steps laid in any pattern as specified on 12.5 mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment to match the shade of stone including labour for fixing cramps, dowels, pins, etc. |
| 20 | Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Gang saw cut stone. 30mm thick White sand stone. |
| 21 | 20mm thick cement plaster 1:5 in two coat work |
| 22 | Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using\ wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 23 | Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect. |
| 24 | 20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded Vertical |
| 25 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 26 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 27 | Iron grated doors, including pintle hinges & arrangements. |
| 28 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm 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 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 29 | Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 30 | Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, 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 complete as per technical clause 406 of MORT&H specifications. |
| 31 | Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 32 | Providing and installation of Vertical Garden/ Green Wall a) Providing and fixing UV stabilized Poly propylene module of approx. size 32cm x 30cm x 9 cm having wall thickness of 2mm. Each module having specially designed 10 plantation sections of size 6cm x 15cm with rib strip of 60 degree angle to maintain the center of gravity. Each plantation section having 4 slots for the water perforation with 1 bigger slot at the corner making the water travel in ‘Z’ pattern for proportionate irrigation. Rip Slot at the top of the module of size 16.2mm for drip pipe fitting. The module shall be installed over poly propylene mounting strip to make it theft proof. b) Providing and fabricating M.S. structure to support vertical green wall and including fixing with existing strucutre, if any includingspecially designed G.I press sections for mounting strip support & fabricating it on M.S. structure. c) Providing and fixing Poly propylene mounting strip 30cm wide , having holes at distance of 15cm including all associated hardware. d) Providing and filling classified composition of longevity enabled growth media having water retention properties enriched with natural mineral nutrients and slow releasing natural fertilizers. |
| 33 | e) Providing & planting of suitable plants well settled and growing in longevity enabled light weight non- biodegradable growth medium. Selected on the basis of temperature, incidence of sun light and humidity on site, in pattern finalized in consultation with client/department and as per direction of Enginner-in-charge. f) Supply and installation of 16mm drip pipes with inline pressure compensating drippers at 15cm spacing, having 2 Ltr discharge per hour, with all fittings and fixtures. g) Supply and installation of 16mm liner low density polyethylene lateral pipe for supplying water to drip pipes at every 32cm (Water inlet point shall be provided by the client). h) 12 months maintenance of the entire system including replacement of any dead plants |
| 34 | Providing and fixing Glass Reinforced Concrete (G.R.C) Brackets in approved size, pattern, design, thickness and color of approved make.. The Brackets should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’ or equivalent. The fixing of Brackets should be ‘Dry fixing’ i.e. to be done with Stainless Steel (SS – 304) ‘U’ shaped Clamps/ dash fasteners and pins including anchoring, lifting, scaffolding etc. complete as per architectural drawing and manufacturer"s specification. |
| 35 | Providing and fixing of glass reinforced concrete (G.R.C) exterior paving tiles in "Cobblestone" finish in approved shade in sizes of 152mm x 152mm. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M- 40 Grade concrete mix design having ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days. |
| 36 | The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement : Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 ( Cement : Fine Sand) mix. |
| 37 | Providing and fixing ofGlass Reinforced Concrete (G.R.C) Granite Stone Block paver 107mm X 107 mm in approved shade, 40mm thick of allowing overall dimensional variance of ±5 mm in accordance with IS: 1237-1980. The paver should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic Mineral iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with BritishStandards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. |
| 38 | The pavers should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hours immersion method, less than 8%. The beds where the pavers are to be laid shall be clean, wet and mopped. The bedding for the pavers shall be20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours. |
| 39 | Providing and fixing of Glass Reinforced Concrete (G.R.C) Flooring Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 22 to 25 mm, allowing variance of ±5 mm in accordance with IS: 1237-1980. The tiles should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. |
| 40 | The tiles should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours. |
| 41 | Dismantling brick work tile, masonry or tile lining In cement |
| 42 | EXTERNAL DEVELOPMENT PHASE-V, PART B (REGISTRAR"S RESIDENCE) |
| 43 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 44 | Earth filling inunder floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 45 | Earth filling with earth brought from outside including loading and unloading complete Within 15Km |
| 46 | Cement Concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 47 | Cement Concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 48 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. |
| 49 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 50 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 51 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 52 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 53 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 54 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 55 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure |
| 56 | First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth. |
| 57 | First class burnt brick work laid in cement coarse sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 58 | Providing and laying Polished Granite stone 18 mm thick flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 59 | Fine dressed red sand stone (from Agra) 40mm thick set in cement mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone. |
| 60 | Fine dressed and machine rubbed red sand stone ( from Agra ) 25 mm to 50 mm thick lining on wall, pillars, skirting, dado & risers of steps laid in any pattern as specified on 12.5 mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment to match the shade of stone including labour for fixing cramps, dowels, pins, etc. |
| 61 | Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Gang saw cut stone. 30mm thick White sand stone. |
| 62 | 20mm thick cement plaster 1:5 in two coat work |
| 63 | Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using\ wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 64 | Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect. |
| 65 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 66 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 67 | Iron grated doors, including pintle hinges & arrangements. |
| 68 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm 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 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 69 | Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 70 | 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, 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 complete as per technical clause 406 of MORT&H specifications. |
| 71 | Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 72 | Providing and installation of Vertical Garden/ Green Wall a) Providing and fixing UV stabilized Poly propylene module of approx. size 32cm x 30cm x 9 cm having wall thickness of 2mm. Each module having specially designed 10 plantation sections of size 6cm x 15cm with rib strip of 60 degree angle to maintain the center of gravity. Each plantation section having 4 slots for the water perforation with 1 bigger slot at the corner making the water travel in ‘Z’ pattern for proportionate irrigation. Rip Slot at the top of the module of size 16.2mm for drip pipe fitting. The module shall be installed over poly propylene mounting strip to make it theft proof. b) Providing and fabricating M.S. structure to support vertical green wall and including fixing with existing strucutre, if any includingspecially designed G.I press sections for mounting strip support & fabricating it on M.S. structure. c) Providing and fixing Poly propylene mounting strip 30cm wide , having holes at distance of 15cm including all associated hardware. d) Providing and filling classified composition of longevity enabled growth media having water retention properties enriched with natural mineral nutrients and slow releasing natural fertilizers. |
| 73 | e) Providing & planting of suitable plants well settled and growing in longevity enabled light weight non- biodegradable growth medium. Selected on the basis of temperature, incidence of sun light and humidity on site, in pattern finalized in consultation with client/department and as per direction of Enginner-in-charge. f) Supply and installation of 16mm drip pipes with inline pressure compensating drippers at 15cm spacing, having 2 Ltr discharge per hour, with all fittings and fixtures. g) Supply and installation of 16mm liner low density polyethylene lateral pipe for supplying water to drip pipes at every 32cm (Water inlet point shall be provided by the client). h) 12 months maintenance of the entire system including replacement of any dead plants |
| 74 | Providing and fixing Glass Reinforced Concrete (G.R.C) Brackets in approved size, pattern, design, thickness and color of approved make.. The Brackets should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’ or equivalent. The fixing of Brackets should be ‘Dry fixing’ i.e. to be done with Stainless Steel (SS – 304) ‘U’ shaped Clamps/ dash fasteners and pins including anchoring, lifting, scaffolding etc. complete as per architectural drawing and manufacturer"s specification. |
| 75 | Providing and fixing glass reinforced concrete (G.R.C) exterior paving tiles in "Cobblestone" finish in approved shade in sizes of 152mm x 152mm. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M- 40 Grade concrete mix design having ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days. |
| 76 | The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement : Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 ( Cement : Fine Sand) mix. |
| 77 | Providing and fixing of Glass Reinforced Concrete (G.R.C) Granite Stone Block paver 107mm X 107 mm in approved shade, 40mm thick of allowing overall dimensional variance of ±5 mm in accordance with IS: 1237-1980. The paver should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic Mineral iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with BritishStandards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. |
| 78 | The pavers should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hours immersion method, less than 8%. The beds where the pavers are to be laid shall be clean, wet and mopped. The bedding for the pavers shall be20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours. |
| 79 | Providing and fixing of Glass Reinforced Concrete (G.R.C) Flooring Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 22 to 25 mm, allowing variance of ±5 mm in accordance with IS: 1237-1980. The tiles should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. |
| 80 | The tiles should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours. |
| 81 | Dismantling brick work tile, masonry or tilelining In cement |
| 82 | EXTERNAL DEVELOPMENT PHASE-V, PART C (GUEST HOUSE) |
| 83 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 84 | Earth filling inunder floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 85 | Cement Concrete 1:4:8 With stone aggregate 40mm gaugemixing by mechanical means using concrete mixer volumetric type |
| 86 | Cement Concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 87 | Damp proof course 4 cm thick of cement concrete 1: 2: 4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded. |
| 88 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 89 | Centring and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 90 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 91 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 92 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 93 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure |
| 94 | First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth. |
| 95 | First class burnt brick work laid in cement coarse sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 96 | Providing and laying Polished Granite stone 18 mm thick flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 97 | Fine dressed red sand stone (from Agra) 40mm thick set in cement mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone. |
| 98 | Fine dressed and machine rubbed red sand stone ( from Agra ) 25 mm to 50 mm thick lining on wall, pillars, skirting, dado & risers of steps laid in any pattern as specified on 12.5 mm thick cement coarse sand mortar 1:3 with neat cement slurry admixture of pigment to match the shade of stone including labour for fixing cramps, dowels, pins, etc. |
| 99 | Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Gang saw cut stone. 30mm thick White sand stone. |
| 100 | 20mm thick cement plaster 1:5 in two coat work |
| 101 | Forming groove of uniform size from 12xl2mm and upto 25xl5mm in plastered surface as per approved pattern using\ wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 102 | Providing and fixing chicken mesh for brick work and RCC junction of galvanized low carbon wire, annealed wire of diametre 0.6 to 2.0mm distance between the faces of the hexagon 13 to 50mm complete in all respect. |
| 103 | 20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded Vertical |
| 104 | Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. |
| 105 | Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 106 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 107 | Iron grated doors, including pintle hinges & arrangements. |
| 108 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm 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 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 109 | Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 110 | 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, 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 complete as per technical clause 406 of MORT&H specifications. |
| 111 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 112 | Providing and installation of Vertical Garden/ Green Wall a) Providing and fixing UV stabilized Poly propylene module of approx. size 32cm x 30cm x 9 cm having wall thickness of 2mm. Each module having specially designed 10 plantation sections of size 6cm x 15cm with rib strip of 60 degree angle to maintain the center of gravity. Each plantation section having 4 slots for the water perforation with 1 bigger slot at the corner making the water travel in ‘Z’ pattern for proportionate irrigation. Rip Slot at the top of the module of size 16.2mm for drip pipe fitting. The module shall be installed over poly propylene mounting strip to make it theft proof. b) Providing and fabricating M.S. structure to support vertical green wall and including fixing with existing strucutre, if any includingspecially designed G.I press sections for mounting strip support & fabricating it on M.S. structure. c) Providing and fixing Poly propylene mounting strip 30cm wide , having holes at distance of 15cm including all associated hardware. d) Providing and filling classified composition of longevity enabled growth media having water retention properties enriched with natural mineral nutrients and slow releasing natural fertilizers. |
| 113 | e) Providing & planting of suitable plants well settled and growing in longevity enabled light weight non- biodegradable growth medium. Selected on the basis of temperature, incidence of sun light and humidity on site, in pattern finalized in consultation with client/department and as per direction of Enginner-in-charge. f) Supply and installation of 16mm drip pipes with inline pressure compensating drippers at 15cm spacing, having 2 Ltr discharge per hour, with all fittings and fixtures. g) Supply and installation of 16mm liner low density polyethylene lateral pipe for supplying water to drip pipes at every 32cm (Water inlet point shall be provided by the client). h) 12 months maintenance of the entire system including replacement of any dead plants |
| 114 | Providing and fixing Glass Reinforced Concrete (G.R.C) Brackets in approved size, pattern, design, thickness and color of approved make.. The Brackets should be made from ‘53 grade’ White Portland Cement manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint Gobain’ or equivalent, Super Plasticizers manufactured by ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or equivalent and U.V resistant Synthetic inorganic pigments should be used for pigmentation manufactured by ‘BAYFERROX (Germany)’ or equivalent. The material casting should take place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’ or equivalent. The fixing of Brackets should be ‘Dry fixing’ i.e. to be done with Stainless Steel (SS – 304) ‘U’ shaped Clamps/ dash fasteners and pins including anchoring, lifting, scaffolding etc. complete as per architectural drawing and manufacturer"s specification. |
| 115 | Providing and fixing of UniStone or equivalent glass reinforced concrete (G.R.C) exterior paving tiles in "Cobblestone" finish in approved shade in sizes of 152mm x 152mm. The thickness of the tiles should range between 20 to 22 mm, allowing variance of ± 5mm in accordance with IS: 1237-1980. The tiles should be made with M- 40 Grade concrete mix design having ’43’ grade Portland cement, reinforced with Alkali Resistant glass fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent with high vibration technology. The pigmentation should be homogeneous and in accordance with British standard BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers agents and others. The tiles should be produced with high vibratory technology and their concrete mix design compressive strength should be of M-40 grade@28days. |
| 116 | The top surface of the tiles should be treated with acrylic lacquer resulting in top surface water absorption of less than 1% and water absorption of less than 8% by 24 hours immersion method. The beds where tiles are to be laid should be clean, debris free, wet and mopped. The tiles should be laid to 1:4:8 PCC Concreting with cement mortar of 20mm thickness made with (1:3) Cement : Coarse Sand, adequate grooves should be maintained between 8-10mm using spacers and pointing work to be done with 1:3 ( Cement : Fine Sand) mix. |
| 117 | Providing and fixing of ‘Unistone’ or equivalent Glass Reinforced Concrete (G.R.C) Granite Stone Block paver 107mm X 107 mm in approved shade, 40mm thick of allowing overall dimensional variance of ±5 mm in accordance with IS: 1237-1980. The paver should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic Mineral iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with BritishStandards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. |
| 118 | The pavers should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hours immersion method, less than 8%. The beds where the pavers are to be laid shall be clean, wet and mopped. The bedding for the pavers shall be20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours. |
| 119 | Providing and fixing of ‘Unistone’ or equivalent Glass Reinforced Concrete (G.R.C) Flooring Tiles in approved design, size, texture, thickness, pattern and color. The thickness of the tiles should range between 22 to 25 mm, allowing variance of ±5 mm in accordance with IS: 1237-1980. The tiles should be made with M-40 Grade Concrete mix design having ‘43’ Grade White Portland cement, reinforced with Alkali Resistant Glass Fiber and the pigmentation should be done with exterior grade synthetic inorganic iron oxide pigments manufactured by ‘BAYFERROX (Germany)’ or equivalent. The pigmentation should be homogeneous and in accordance with British Standards BS EN 12878:1999. The other additives should be fine washed graded quartz, super plasticizers and integrated water proofers and others. |
| 120 | The tiles should be produced with high vibration technology and should have compressive strength equivalent to M-40 Grade@28 days. The top surface of the tiles should be sealed with acrylic lacquer resulting in surface water absorption of tiles, less than 1% and water absorption by 24 hrs immersion method, less than 8%. The beds where the tiles are to be laid shall be clean, wet and mopped. The bedding for the tiles shall be 20mm thick and with cement mortar 1:3 (1 cement: 3 coarse sand) and it shall be spread properly and the usage shall begin only after 48 hours. |
| 121 | EXTERNAL DEVELOPMENT PHASE-V, PART D (ROAD WORK) |
| 122 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 123 | Earth filling inunder floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 124 | Earth filling with earth brought from outside including loading and unloading completeWithin 15Km |
| 125 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm gauge. |
| 126 | First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth. |
| 127 | Providing and Laying Out Door Precast Designer chequered tiles of any size & any shape 25mm thickness having top layer of white cement mixed with pigment, laid on 20mm thick bed of ordinary cement mortar 1:3(1 ordinary cement :3 fine sand), joints grouted with white cement slurry containing pigment to match the shade complete in all respect as per specifications and to the entire satisfaction of engineer-in-charge. |
| 128 | Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. |
| 129 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm 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 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 130 | Construction of granular sub-base by providing coarse graded material grading-III, 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 specifications |
| 131 | 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, 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 complete as per technical clause 406 of MORT&H specifications. |
| 132 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications |
| 133 | Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, carriage of mixed material to site of work, 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 505 of MORT&H specifications |
| 134 | Providingandlayingbituminousconcrete30mm to 45mm thick with batch type hot mix plant using crushedaggregatesof specifiedgrading, premixedwithbituminousbinderVG-30@5.4%, 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 507 of MORT&H specifications. |
| 135 | Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as perIRC:35 1997 complete as per technical clause 803 of MORT&H specifications. |
| 136 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications |
| 137 | EXTERNAL DEVELOPMENT PHASE-V, PART E (CENTRAL WORKSHOP) |
| 138 | Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 139 | Earth filling inunder floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. |
| 140 | Cement Concrete 1:4:8 With stone aggregate 40mm gaugemixing by mechanical means using concrete mixer volumetric type |
| 141 | Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm 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 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) |
| 142 | Construction of granular sub-base by providing coarse graded material grading-III, 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 specifications |
| 143 | First class burnt brick work laid in cement coarse sand mortar 1:6 in foundation and plinth. |
| 144 | Kotah stone rough dressed 40mm to 50mm thick slabs, set to pattern in pavements over 20mm thick base of cement mortar (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone |
| 145 | Providing and laying flamed finish Granite stone 18mm thick in flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 146 | Fine dressed red stone (From Agra) flooring 40mm thick set in 12.5mm thick cement mortar 1:5 including jointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone |
| 147 | Providingandlaying80mmthickfactorymade cement concrete interlocking Paving blocks of M-40grademanufactured byblockmaking machine equipped with steel mould clamped to a strongvibratory tablewithhydraulicpressurefor compactionofconcreteasper IRC SP63 -2014 andofapprovedsizeanddesign/shapelaidin Ordinary Grey Colour and pattern over and including40mmthickcompactedbedofcoarse sand, filling the joints with fine sand etc, all completeasperdirectionsofEngineer-in- Charge. |
| 148 | 12.5 mm thick cement plaster 1:4 |
| 149 | PLUMBING WORKS |
| 150 | EXTERNAL DEVELOPMENT PHASE-V, PART A (VC"S RESIDENCE) |
| 151 | SUB HEAD - I - SEWERAGE AND DRAINAGE |
| 152 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 153 | Depth upto 1.5 m B.G.L |
| 154 | All classes of soil except rocky |
| 155 | Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete inall respects. |
| 156 | For depth not exceeding 2 m. below Ground level |
| 157 | For all classes of soil except rocky . |
| 158 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. (Basic rate + 58% premium as per AC slip no.4) |
| 159 | 160mm i/d pipe |
| 160 | 200mm i/d pipe |
| 161 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 162 | 160mm i/d pipe |
| 163 | 200mm i/d pipe |
| 164 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. |
| 165 | 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm. |
| 166 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 167 | Inside size 75x120 cm and 120 cm deep |
| 168 | Inside size 90x150 cm and 120 cm deep |
| 169 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth. |
| 170 | Inside size 75x120 cm |
| 171 | Inside size 90x150 cm |
| 172 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications)painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 173 | Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
| 174 | 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal |
| 175 | Extra for every 0.30 metre depth of inspection chamber. |
| 176 | 450mm x 450mm inside |
| 177 | 450mm x 600mm inside |
| 178 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge. |
| 179 | Single road gully chamber : |
| 180 | Size 610mm x 457mm x 800mm |
| 181 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 182 | R.C.C. Pipe NP -2 |
| 183 | 150mm i/d pipe |
| 184 | 250mm i/d pipe |
| 185 | 300mm i/d pipe |
| 186 | Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type |
| 187 | 150 mm dia |
| 188 | 250 mm dia |
| 189 | 300 mm dia |
| 190 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 191 | For pipes 100 to 250 mm Diametre |
| 192 | Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda |
| 193 | Sewer connections upto 300 mm id |
| 194 | Providing & Fixing RCC Road Gully grating & frame |
| 195 | RCC Road Gully grating & frame size 610mm*300mm |
| 196 | Foot Rest for Manhole. |
| 197 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design. |
| 198 | SUBHEAD-II -HARVESTING PIT |
| 199 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in ccordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 m. |
| 200 | For Percolation pit |
| 201 | For Silt chamber |
| 202 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around. |
| 203 | Extra for every 7.50 metres additional lead beyond 30 m. |
| 204 | For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor |
| 205 | For Percolation pit : rate 40 x 6 : 240 Rs per cum |
| 206 | For Silt chamber : rate 40 x 6 : 240 Rs per cum |
| 207 | Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 208 | For Percolation pit |
| 209 | For Silt chamber |
| 210 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 211 | For Percolation pit |
| 212 | For Silt chamber |
| 213 | Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 450 mm x 600mm clear inside opening rectangular RCCmanhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20)around the frame etc.Dia ofsteel for lifting hook is 16mm. (for EHD and HD.) |
| 214 | 560mm id. RCC Manhole cover with frame. (Heavy duty) |
| 215 | For Percolation pit |
| 216 | For Silt chamber |
| 217 | Floating coat of 1.5mm thick neat cement laid in one operation to the topping. |
| 218 | For Percolation pit |
| 219 | For Silt chamber |
| 220 | Cement concrete 1:4:8 with stone aggregate of size 40mm gauge.using concrete mixing volumetric type |
| 221 | For Percolation pit |
| 222 | For Silt chamber |
| 223 | First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 224 | For Percolation pit |
| 225 | For Silt chamber |
| 226 | Boring withcasing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versaetc. complete in all respect. |
| 227 | Boring with 300mm id housing pipe (Upto 150 m depth BGL.) |
| 228 | Providing, Laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including cost of making slots for strainer.(Basic rate + 58% premium as per AC slip no.4) |
| 229 | 160mm o/d pipe of 6 kgf./sqcm |
| 230 | Providing and placing in horizontal layers filtering media(round in shape)screened, washed and cleaned as described below:- |
| 231 | Top Layer:Top layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. |
| 232 | Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 233 | Third Layer :----- Round Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). |
| 234 | Fourth Layer :----- Round Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 45mm (from Pathankot or approved equivalent quarry). |
| 235 | Bottom Layer :----- Round stone, screened, cleaned and washed and graded from 50mm to 90mm (from Pathankot or approved equivalent quarry). |
| 236 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratour but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 237 | For Percolation pit |
| 238 | For Silt chamber |
| 239 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 240 | For Percolation pit |
| 241 | For Silt chamber |
| 242 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 243 | For Percolation pit |
| 244 | For Silt chamber |
| 245 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 246 | For Percolation pit |
| 247 | For Silt chamber |
| 248 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 249 | For Silt chamber |
| 250 | SUBHEAD-III -WATER SUPPLY& GARDEN IRRIGATION |
| 251 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 252 | Depth upto 1.5 m B.G.L |
| 253 | All classes of soil except rocky |
| 254 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around. |
| 255 | Extra for every 7.50 metres additional lead beyond 30 m. |
| 256 | For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor |
| 257 | Qty. as per Item 31 : rate 40 x 6 : 240 Rs per cum |
| 258 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.(Basic rate + 58% premium as per AC slip no.4) |
| 259 | 75mm o/d pipe of 6 Kgf. / sqcm |
| 260 | EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects.(Basic rate + 58% premium as per AC slip no.4) |
| 261 | uPVC Pipe 10 Kgf/cm2 : 25mm i/d |
| 262 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 263 | 15mm i/d Brass Ball valves |
| 264 | 25mm i/d Brass Ball valves |
| 265 | Providing, fixing & jointing water meter of approved make as per IS:779/94 in G.I. pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials in all respect complete. |
| 266 | 25mm size |
| 267 | Providing ISI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron / HDPEpipe lines of all diametres and screwing in Ferrule and connections complete in all respect. |
| 268 | 15mm i/d Ferrule |
| 269 | EXTERNAL DEVELOPMENT PHASE-V, PART B (REGISTRAR"S RESIDENCE) |
| 270 | SUB HEAD - I - SEWERAGE AND DRAINAGE |
| 271 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 272 | Depth upto 1.5 m B.G.L |
| 273 | All classes of soil except rocky |
| 274 | Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete inall respects. |
| 275 | For depth not exceeding 2 m. below Ground level |
| 276 | For all classes of soil except rocky . |
| 277 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.(Basic rate + 58% premium as per AC slip no.4) |
| 278 | 160mm i/d pipe |
| 279 | 200mm i/d pipe |
| 280 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 281 | 160mm i/d pipe |
| 282 | 200mm i/d pipe |
| 283 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. |
| 284 | 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm |
| 285 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 286 | Inside size 75x120 cm and 120 cm deep |
| 287 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth. |
| 288 | Inside size 75x120 cm |
| 289 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 290 | Inside size 90x150 cm and 120 cm deep |
| 291 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth. |
| 292 | Inside size 90x150 cm |
| 293 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications)painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 294 | Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
| 295 | 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal |
| 296 | Extra for every 0.30 metre depth of inspection chamber. |
| 297 | 450mm x 450mm inside |
| 298 | 450mm x 600mm inside |
| 299 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge. |
| 300 | Single road gully chamber : |
| 301 | Size 610mm x 457mm x 800mm |
| 302 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 303 | R.C.C. Pipe NP -2 |
| 304 | 150mm i/d pipe |
| 305 | 250mm i/d pipe |
| 306 | Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type |
| 307 | 150 mm dia |
| 308 | 250 mm dia |
| 309 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 310 | For pipes 100 to 250 mm Diametre |
| 311 | Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda |
| 312 | Sewer connections upto 300 mm id |
| 313 | Providing & Fixing RCC Road Gully grating & frame |
| 314 | RCC Road Gully grating & frame size 610mm*300mm |
| 315 | Foot Rest for Manhole. |
| 316 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design. |
| 317 | SUBHEAD-II -HARVESTING PIT |
| 318 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in ccordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 m. |
| 319 | For Percolation pit |
| 320 | For Silt chamber |
| 321 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around. |
| 322 | Extra for every 7.50 metres additional lead beyond 30 m. |
| 323 | For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor |
| 324 | For Percolation pit : rate 40 x 6 : 240 Rs per cum |
| 325 | For Silt chamber : rate 40 x 6 : 240 Rs per cum |
| 326 | Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 327 | For Percolation pit |
| 328 | For Silt chamber |
| 329 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 330 | For Percolation pit |
| 331 | For Silt chamber |
| 332 | Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 450 mm x 600mm clear inside opening rectangular RCCmanhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20)around the frame etc.Dia ofsteel for lifting hook is 16mm. (for EHD and HD.) |
| 333 | 560mm id. RCC Manhole cover with frame. (Heavy duty) |
| 334 | For Percolation pit |
| 335 | For Silt chamber |
| 336 | Floating coat of 1.5mm thick neat cement laid in one operation to the topping. |
| 337 | For Percolation pit |
| 338 | For Silt chamber |
| 339 | Cement concrete 1:4:8 with stone aggregate of size 40mm gauge.using concrete mixing volumetric type |
| 340 | For Percolation pit |
| 341 | For Silt chamber |
| 342 | First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 343 | For Percolation pit |
| 344 | For Silt chamber |
| 345 | Boring withcasing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versaetc. complete in all respect. |
| 346 | Boring with 300mm id housing pipe (Upto 150 m depth BGL.) |
| 347 | Providing, Laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including cost of making slots for strainer. |
| 348 | 160mm o/d pipe of 6 kgf./sqcm |
| 349 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- |
| 350 | Top Layer:Top layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. |
| 351 | Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 352 | Third Layer :----- Round Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). |
| 353 | Fourth Layer :----- Round Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 45mm (from Pathankot or approved equivalent quarry). |
| 354 | Bottom Layer :----- Round stone, screened, cleaned and washed and graded from 50mm to 90mm (from Pathankot or approved equivalent quarry). |
| 355 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratour but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 356 | For Percolation pit |
| 357 | For Silt chamber |
| 358 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 359 | For Percolation pit |
| 360 | For Silt chamber |
| 361 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 362 | For Percolation pit |
| 363 | For Silt chamber |
| 364 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 365 | For Percolation pit |
| 366 | For Silt chamber |
| 367 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 368 | For Silt chamber |
| 369 | SUBHEAD-III -WATER SUPPLY & GARDEN IRRIGATION |
| 370 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 371 | Depth upto 1.5 m B.G.L |
| 372 | All classes of soil except rocky |
| 373 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around. |
| 374 | Extra for every 7.50 metres additional lead beyond 30 m. |
| 375 | For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor |
| 376 | Qty. as per Item 31 : rate 40 x 6 : 240 Rs per cum |
| 377 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Basic rate + 58% premium as per AC slip no.4) |
| 378 | 75mm o/d pipe of 6 Kgf. / sqcm |
| 379 | EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. (Basic rate + 58% premium as per AC slip no.4) |
| 380 | uPVC Pipe 10 Kgf/cm2 : 25mm i/d |
| 381 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 382 | 15mm i/d Brass Ball valves |
| 383 | 25mm i/d Brass Ball valves |
| 384 | Providing, fixing & jointing water meter of approved make as per IS:779/94 in G.I. pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials in all respect complete. |
| 385 | 25mm size |
| 386 | Providing ISI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron / HDPEpipe lines of all diametres and screwing in Ferrule and connections complete in all respect. |
| 387 | 15mm i/d Ferrule |
| 388 | EXTERNAL DEVELOPMENT PHASE-V, PART C (GUEST HOUSE) |
| 389 | SUB HEAD - I - SEWERAGE AND DRAINAGE |
| 390 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 391 | Depth upto 1.5 m B.G.L |
| 392 | All classes of soil except rocky |
| 393 | Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete inall respects. |
| 394 | For depth not exceeding 2 m. below Ground level |
| 395 | For all classes of soil except rocky . |
| 396 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. (Basic rate + 58% premium as per AC slip no.4) |
| 397 | 160mm i/d pipe |
| 398 | 200mm i/d pipe |
| 399 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 400 | 160mm i/d pipe |
| 401 | 200mm i/d pipe |
| 402 | Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. with three coats of black bitumastic superior paint of approved manufacture on all C.I. work as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm. |
| 403 | 100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm |
| 404 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 405 | Inside size 90x150 cm and 120 cm deep |
| 406 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth. |
| 407 | Inside size 90x150 cm |
| 408 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications)painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 409 | Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal |
| 410 | 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal |
| 411 | Extra for every 0.30 metre depth of inspection chamber. |
| 412 | 450mm x 450mm inside |
| 413 | 450mm x 600mm inside |
| 414 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge. |
| 415 | Single road gully chamber : |
| 416 | Size 610mm x 457mm x 800mm |
| 417 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 418 | R.C.C. Pipe NP -2 |
| 419 | 150mm i/d pipe |
| 420 | 200mm i/d pipe |
| 421 | Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type |
| 422 | 150 mm dia |
| 423 | 200 mm dia |
| 424 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 425 | For pipes 100 to 250 mm Diametre |
| 426 | Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda |
| 427 | Sewer connections upto 300 mm id |
| 428 | Providing & Fixing RCC Road Gully grating & frame |
| 429 | RCC Road Gully grating & frame size 610mm*300mm |
| 430 | Foot Rest for Manhole. |
| 431 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design. |
| 432 | SUBHEAD-II -HARVESTING PIT |
| 433 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in ccordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 m. |
| 434 | For Percolation pit |
| 435 | For Silt chamber |
| 436 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around. |
| 437 | Extra for every 7.50 metres additional lead beyond 30 m. |
| 438 | For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor |
| 439 | For Percolation pit : rate 40 x 6 : 240 Rs per cum |
| 440 | For Silt chamber : rate 40 x 6 : 240 Rs per cum |
| 441 | Foot Rest for Manhole : Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer"s permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 442 | For Percolation pit |
| 443 | For Silt chamber |
| 444 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 445 | For Percolation pit |
| 446 | For Silt chamber |
| 447 | Providing & fixing 560mm, 500mm and 450mm internal Diametre circular or 450 mm x 600mm clear inside opening rectangular RCCmanhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20)around the frame etc.Dia ofsteel for lifting hook is 16mm. (for EHD and HD.) |
| 448 | 560mm id. RCC Manhole cover with frame. (Heavy duty) |
| 449 | For Percolation pit |
| 450 | For Silt chamber |
| 451 | Floating coat of 1.5mm thick neat cement laid in one operation to the topping. |
| 452 | For Percolation pit |
| 453 | For Silt chamber |
| 454 | Cement concrete 1:4:8 with stone aggregate of size 40mm gauge.using concrete mixing volumetric type |
| 455 | For Percolation pit |
| 456 | For Silt chamber |
| 457 | First Class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. |
| 458 | For Percolation pit |
| 459 | For Silt chamber |
| 460 | Boring withcasing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versaetc. complete in all respect. |
| 461 | Boring with 300mm id housing pipe (Upto 150 m depth BGL.) |
| 462 | Providing, Laying, fixing & jointing of P.V.C. pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including cost of making slots for strainer. |
| 463 | 160mm o/d pipe of 6 kgf./sqcm |
| 464 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- |
| 465 | Top Layer:Top layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source. |
| 466 | Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry). |
| 467 | Third Layer :----- Round Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). |
| 468 | Fourth Layer :----- Round Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 45mm (from Pathankot or approved equivalent quarry). |
| 469 | Bottom Layer :----- Round stone, screened, cleaned and washed and graded from 50mm to 90mm (from Pathankot or approved equivalent quarry). |
| 470 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibratour but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 471 | For Percolation pit |
| 472 | For Silt chamber |
| 473 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 474 | For Percolation pit |
| 475 | For Silt chamber |
| 476 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 477 | For Percolation pit |
| 478 | For Silt chamber |
| 479 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 480 | For Percolation pit |
| 481 | For Silt chamber |
| 482 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 483 | For Silt chamber |
| 484 | SUBHEAD-III -WATER SUPPLY & GARDEN IRRIGATION |
| 485 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 486 | Depth upto 1.5 m B.G.L |
| 487 | All classes of soil except rocky |
| 488 | Earth work in excavation of foundations of bridges culverts, buildings including handling of material with a combined lead of 30 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around. |
| 489 | Extra for every 7.50 metres additional lead beyond 30 m. |
| 490 | For lead upto 330 m : 330 - 30 : 300 m / 7.5 : 40 multiple factor |
| 491 | Qty. as per Item 31 : rate 40 x 6 : 240 Rs per cum |
| 492 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 493 | 75mm o/d pipe of 6 Kgf. / sqcm |
| 494 | EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. |
| 495 | uPVC Pipe 10 Kgf/cm2 : 25mm i/d |
| 496 | Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. |
| 497 | 15mm i/d Brass Ball valves |
| 498 | 25mm i/d Brass Ball valves |
| 499 | Providing, fixing & jointing water meter of approved make as per IS:779/94 in G.I. pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials in all respect complete. |
| 500 | 25mm size |
| 501 | Providing ISI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron / HDPEpipe lines of all diametres and screwing in Ferrule and connections complete in all respect. |
| 502 | 15mm i/d Ferrule |
| 503 | EXTERNAL DEVELOPMENT PHASE-V, PART D (ROAD WORK) |
| 504 | SUB HEAD - I - SEWERAGE AND DRAINAGE |
| 505 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 506 | Depth upto 1.5 m B.G.L |
| 507 | All classes of soil except rocky |
| 508 | Excavation manually in trenches with straight or open cutting in a built up street/ lanes having wall to wall width upto 3 meter for sewers and manholes to full depths as shown in drawings, including shoring, dressing to correct sections and dewatering of rain water, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, fixing and maintenance of caution boards, fencing, refilling trenches, watering, dressing and restoration of surface to original level and removal of surplus spoils from the site of works upto 15 meter, for all works other than connections to complete inall respects. |
| 509 | For depth not exceeding 2 m. below Ground level |
| 510 | For all classes of soil except rocky . |
| 511 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 512 | 200mm i/d pipe |
| 513 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 514 | 200mm i/d pipe |
| 515 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 516 | Inside size 90x150 cm and 120 cm deep |
| 517 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth. |
| 518 | Inside size 90x150 cm |
| 519 | Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects. |
| 520 | Inside size 120x180 cm and 120 cm deep |
| 521 | Extra payable for every 0.30 m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth. |
| 522 | Inside size 120x180 cm |
| 523 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge. |
| 524 | Single road gully chamber : |
| 525 | Size 610mm x 457mm x 800mm |
| 526 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 527 | R.C.C. Pipe NP -2 |
| 528 | 150mm i/d pipe |
| 529 | 200mm i/d pipe |
| 530 | 300mm i/d pipe |
| 531 | Cement concrete 1:5:10. With stone aggregate 40mm gauge. mixing by mechanical means using concrete mixer volumetric type |
| 532 | 150 mm dia |
| 533 | 250 mm dia |
| 534 | 300 mm dia |
| 535 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. |
| 536 | For pipes 100 to 250 mm Diametre |
| 537 | Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer,desilting, removal of sullage water and making good of khudda |
| 538 | Sewer connections upto 300 mm id |
| 539 | Providing & Fixing RCC Road Gully grating & frame |
| 540 | RCC Road Gully grating & frame size 610mm*300mm |
| 541 | Foot Rest for Manhole. |
| 542 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x15x11.5cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggregate) complete as per design. |
| 543 | SUBHEAD-II -WATER SUPPLY & GARDEN IRRIGATION |
| 544 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer- in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 545 | Depth upto 1.5 m B.G.L |
| 546 | All classes of soil except rocky |
| 547 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 548 | 75mm o/d pipe of 6 Kgf. / sqcm |
| 549 | 90mm o/d pipe of 6 Kgf. / sqcm |
| 550 | EXTERNAL IN THE GROUND : Providing and laying, jointing, fixing and testing ISI Marked uPVC Pipe Lines as per ISI 4985-2000, including specials such as tees, bends, sockets, elbow etc., cutting, testing (including cost of specials) in the ground complete in all respects. |
| 551 | uPVC Pipe 10 Kgf/cm2 : 25mm i/d |
| 552 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. (15% premium as AC slip No. 04) |
| 553 | D.I. Pipe as per IS 8329 DI-K7 : 100mm i/d pipe lines laid complete |
| 554 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). |
| 555 | Class PN-1.6 as per ISI |
| 556 | 80mm i/d Sluice Valves flanged |
| 557 | 100mm i/d Sluice Valves flanged |
| 558 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 559 | Size 0.9 m. x 0.9 m. |
| 560 | Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete. |
| 561 | C.I Single air valve screwed (Size 25mm) |
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