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| 1 | Earthcutting and Filling Earth work in bulk excavation by mechanical means (Hydraulic excavator) over areas ( exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan), including disposal of excavated earth lead upto 50 metres and lift upto 1.5 m, as directed by Engineer-in Charge.(All kinds of Soil) |
| 2 | Banking excavated earth in layers not exceeding 20cm in depth , breaking clods watering, rolling each layer with 1/2 tonne roller , or wooden or steel rammers , and rolling every 3rd and top-most layer with power of minimum 8 tonnes and dressing up , in embankments for roads , flood banks , marginal banks, and guide banks etc. , lead upto 50 m and lift upto 1.5 m in All kinds of soil : including carriages of earth by MT |
| 3 | RCC Spun Pipes Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 300 mm dia |
| 4 | Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 450 mm dia |
| 5 | Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 600 mm dia |
| 6 | Supply and laying of RCC spun pipes of different dia as per requirement at site, including earth cutting , laying of cushion over pipes and laying of pipes in proper grade complete as per direction of engineer incharge including cost of pipes and carriage from source to site all job complete 900 mm dia |
| 7 | Felling/cutting of trees. Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30cm girth upto and including 60cm girth. |
| 8 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60cm girth upto and including 120cm girth. |
| 9 | R Wall and B wall in stone masonry Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sites and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 10 | P/L dry Stone Soling of specified size duly hand packed & consolidated with hand rammers including all carriages complete Job |
| 11 | Providing and laying in position cement concrete of 1:4:8 ratio excl cost of centering shuttering and carraige all work in foundation using coarse sand and 40mm nominal size aggregates complete job. |
| 12 | Random Rubble masonry with hard stone from qyarry in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement: 6 coarse sand: 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with cement mortar 1:6 (1 Cement: 6 coarse sand) complete job. |
| 13 | Providing and laying cement concrete coping in 1:2:4 mix(1cement: 2 coarse sand: 4 graded stone aggregate) including cement slurry and curing complete finished with floating coat of neat cement .(50mm thick with 20mm nominal size stone aggregate) |
| 14 | Supplying and Filling of RBM as back filling i/c all carraiges leads and lifts complete job. |
| 15 | P/F of PVC Weep holes (75 mm) in proper line and gradient complete job |
| 16 | Carriage of material by mechanical transport from source of supply upto site of work Stones lead upto 30 Km |
| 17 | Carriage of material by mechanical transport from source of supply upto site of work Sand 15 kms |
| 18 | Carriage of material by mechanical transport from source of supply upto site of work Agrgregate 20 kms |
| 19 | R wall and B wall in Concrete Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sites and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 20 | P/L dry Stone Soling of specified size duly hand packed & consolidated with hand rammers including all carriages complete Job |
| 21 | Providing and laying in position cement concrete of 1:4:8 ratio excl cost of centering shuttering and carraige all work in foundation using coarse sand and 40mm nominal size aggregates complete job. |
| 22 | Providing and laying cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 23 | Centering and shuttering i/c strutting propping etc and removal of formwork for foundation etc. |
| 24 | Supplying and Filling of RBM as back filling i/c all carraiges leads and lifts complete job. |
| 25 | P/F of PVC Weep holes (75 mm) in proper line and gradient complete job |
| 26 | 12 mm thick cement plaster of 1:6 mix ( 1 cement: 6 coarse sand) on walls etccomplete job |
| 27 | Carriage of material by mechanical transport from source of supply upto site of work Sand 15 kms |
| 28 | Carriage of material by mechanical transport from source of supply upto site of work Agrgregate 20 kms |
| 29 | 1x2m Culvert Dewatering of trenches including diversion of Nallah during execution of work complete job |
| 30 | Demolishing R.C.C. work manually/by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 31 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead 1:3:6 or richer mix |
| 32 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 33 | Earth work in bulk excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earthband disposal of surplus excavated earth as directed. (in all kinds of soils). |
| 34 | P/L dry Stone Soling of specified size duly hand packed & consolidated with hand rammers including all carriages complete Job. |
| 35 | Providing and laying in position cement concrete of 1:4:8 ratio excl cost of centering shuttering and carraige all work in foundation using coarse sand and 40mm nominal size aggregates complete job. |
| 36 | Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm nominal size of aggregate including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level (RCC Raft) |
| 37 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 38 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 39 | Centering and shuttering i/c strutting propping etc and removal of formwork for foundation (raft abut) |
| 40 | Centering and shuttering i/c strutting propping etc and removal of formwork for wing wall, cap, dirt wall. WG |
| 41 | Centering and shuttering i/c strutting propping etc and removal of formwork for Slab |
| 42 | Centering and shuttering i/c strutting propping etc and removal of formwork for edge of slab |
| 43 | Supplying and Filling of RBM as back filling i/c all carraiges leads and lifts complete job . |
| 44 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. TMT bars of grade Fe 500D or more |
| 45 | P/F of PVC Weep holes (75mm) in proper line and gradient complete job |
| 46 | Structural steel in Single sections,fixed with or without connecting plate including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer all complete |
| 47 | Carriage of material by mechanical transport from source of supply upto site of work Sand 15 kms |
| 48 | Carriage of material by mechanical transport from source of supply upto site of work Agrgregate 20 kms |
| 49 | 1x6m culvert Dewatering of trenches including diversion of Nallah during execution of work complete job |
| 50 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sites and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m including all job complete |
| 51 | P/L dry Stone Soling (100mm size) duly hand packed (Quarry) & consolidated with hand rammers complete Job. |
| 52 | Providing and laying in position cement concrete of 1:4:8 ratio excl cost of centering shuttering and carraige all work in foundation using coarse sand and 40mm nominal size aggregates complete job. |
| 53 | Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm nominal size of aggregate including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level (RCC Raft) |
| 54 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 55 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 56 | Centering and shuttering i/c strutting propping etc and removal of formwork for foundation (Raft Abuts) |
| 57 | Centering and shuttering i/c strutting propping etc and removal of formwork for Abuts |
| 58 | Centering and shuttering i/c strutting propping etc and removal of formwork for wing wall, cap, dirt wall. WG |
| 59 | Centering and shuttering i/c strutting propping etc and removal of formwork for slab (suspended floor) |
| 60 | Centering and shuttering i/c strutting propping etc and removal of formwork for Slab |
| 61 | Supplying and Filling of RBM as back filling i/c all carraiges leads and lifts complete job . |
| 62 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. TMT bars of grade Fe 500D or more |
| 63 | P/F of PVC Weep holes (75mm) in proper line and gradient complete job |
| 64 | Structural steel in Single sections,fixed with or without connecting plate including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer all complete |
| 65 | Carriage of material by mechanical transport from source of supply upto site of work Sand 15 kms |
| 66 | Carriage of material by mechanical transport from source of supply upto site of work Agrgregate 20 kms |
| 67 | Drain Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sites and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m including all job complete |
| 68 | P/L dry Stone Soling (100mm size) duly hand packed (Quarry) & consolidated with hand rammers complete Job. |
| 69 | Providing and laying in position cement concrete of 1:4:8 ratio excl cost of centering shuttering and carraige all work in foundation using coarse sand and 40mm nominal size aggregates complete job. |
| 70 | Providing and laying in position reinforced cement concrete of mix 1:1.5:3 with 20mm nominal size of aggregate including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. |
| 71 | Centering and shuttering i/c strutting propping etc and removal of formwork for foundations |
| 72 | 50 mm thick cement concrete flooring in 1:2:4(1-cement:4 fine aggregates:4 coarse aggregates 20mm nominal size) complete job. |
| 73 | Supplying and Filling of RBM as back filling i/c all carraiges leads and lifts complete job . |
| 74 | 12 mm thick cement plaster of 1:6 mix ( 1 cement: 6 coarse sand) on walls etccomplete job |
| 75 | Carriage of material by mechanical transport from source of supply upto site of work Sand 15 kms |
| 76 | Carriage of material by mechanical transport from source of supply upto site of work Agrgregate 20 kms |
| 77 | RBM, WBM, Bituminous Macadam and Semidense Supplying and filling of RBM of specified grade and size including watering, dressing, and ramming with PRR 8 to 10 ton capasity with all carriages, loading/unloading complete. |
| 78 | Providing and laying WBM base coarse with stone aggregates 63 to 45 mm size,stone screening 13.20mm size and binding material as per MORTH specification including screening,sorting,spreading to templates and cosolidation with PRR of 8-10ton capacity including carraige of all materials (lead upto 60km) from approved sources upto site of work complete.(finished work to be measured 75mm compacted thickness) |
| 79 | Providing and laying wet mix macadam(Size range 53mm to 0.075mm) including premixing the material with water at OMC in mechanical mix plant, transporting the mixed material by mechanical transport from plant to site of work and laid with paver finisher compacting with vibratory road roller of 8-10 Ton capacity to achieve the required density as per specification and including cost and carriage of the materials complete job |
| 80 | Providing and applying tack coat using bitumen emulsion conforming toIS: 8887, using emulsion pressure distributer including preparing thesurface and cleaning with mechanical broom: With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 81 | Providing and laying 50mm thick bituminous macadam using crushed stone aggegate of quaility size and grading as specified in CPWD specification and straight run bituminous of grade 80/100, 3.5% by weight of total mix including hot mixing of stone aggregate and bituminous hot mix plant transporting mixed material upto site of work and laid with paver finisher and compacting with road roller of 8 to 10 tonne capacity to achieve the density , including carriage all job complete |
| 82 | Providing and laying of 25mm thick Semi Dense asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5% binder content by weight of total mix with the aid of hot mix plant and paver finisher including rolling wit road roller of 8 to 10 tonne capacity to achieve the required compaction and density 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH Capacity |
| 83 | Providing and laying of 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on180 micron sieve) with bitumen using 128 kg of bitumin of grade VG-10 bitumen per cum of fine aggregate and 0.6 cum of fine aggregate per 100 sqm of rod surface including rolling and finishing with road all carriages complete job. |
| 84 | Supplying and filling of RBM/Khak bajree /quarry muck in Berm/Shoulder Filling including spreading , consolidation loading , unloading all complete job |
| 85 | Road Furniture Providing and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame ofM.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. (a) Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 86 | Providing and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame ofM.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. (B) Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm |
| 87 | Providing and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame ofM.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. (C) P/F citizen Informatory/Guide Board complete as per drawing, specification and direction of Engineer-in-charge. |
| 88 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications Please Enable Macros to View BoQ information |
