Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | SH-1: Approach Road to Power House |
| 2 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections.) |
| 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approvedmaterial obtained from borrowpits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 4 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 5 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing). |
| 6 | Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavatedmaterial to be used in embankment at site.): (a) Mechanical Means |
| 7 | SH-2: Bailey Bridge (Built up Steel Girder Bridge Span 15 m) |
| 8 | A. Abutment and Wing Wall |
| 9 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 10 | a) Marshy soil |
| 11 | b) Ordinary rock without blasting |
| 12 | c)Hard rock(blasting prohibited) |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC 1:3:6): PCC Grade M20 |
| 14 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204: R.C.C. grade M 25: Using Concrete Mixer. |
| 15 | a)Height upto 5m |
| 16 | b)Height 5m to 10m |
| 17 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. |
| 18 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 19 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(Granular Material) |
| 20 | B. Superstructure |
| 21 | Supply and fabrication of steel work at Fabricators workshop comprising of tower legs, portal bracings, stiffening truss, wind stay, cross girder, deck panels, wind bracing, handrails, stringer, kerb channel, bearings for stiffening truss etc. and delivered at bridge site in undamaged condition including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts with anchor plates for towers, bearings etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, etc. complete as per specification and as directed by the Engineer-in-Charge |
| 22 | Taking delivery of fabricated steelwork, leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling in and specification including supply of all fasterners, painting of all exposed surfaces of steelwork after erection with one site coat of red lead to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer-in-Charge |
| 23 | Supplying,fitting and fixing Elastomeric bearings on the top of the abutment cap or pier cap with the underside of the girder with epoxy resin mortar as directed by the Engineer-incharge and specifications confirming to IRC : 83 Part II 1987. |
| 24 | C. Protection Work |
| 25 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 26 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 27 | SH-3: Staff Quarter (T-III 2 Nos.) |
| 28 | A. Building |
| 29 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) |
| 30 | i) Girth from 300 mm to 600 mm |
| 31 | ii) Girth from 600 mm to 900 mm |
| 32 | iii) Girth from 900 mm to 1800 mm |
| 33 | Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.): i) By Manual Means in area of thorny jungle. |
| 34 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 35 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 36 | a) Ordinary Soil |
| 37 | b) Ordinary Rock |
| 38 | c) Hard Rock requiring blasting |
| 39 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 40 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 41 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 42 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 43 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : |
| 44 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 45 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 46 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 47 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 48 | b) Column, pillars, posts and struts etc. |
| 49 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 50 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 51 | Reinforcement of RCC work including bending, binding and placing in position complete : a) Cold twisted bars. |
| 52 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 53 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 ,of approved make, in all colours and shades, laid on 20 mm thick cement mortar1:4 (1cement :4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. |
| 54 | c) Size of Tile 800x800 mm |
| 55 | VITRIFIED TILES SKIRTING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 ,of approved make, in all colours and shades, laid on 20 mm thick cement mortar1:4 (1cement :4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete |
| 56 | c) Size of Tile 800x800 mm |
| 57 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth. |
| 58 | Extra for pre-cast cement concrete block masonry in supe rstructure above plinth level upto floor two level. |
| 59 | 12 mm cement plaster 1 : 3 (1cement : 3 fine sand). |
| 60 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). |
| 61 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 62 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 63 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 64 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1:3:6 (1cement :3sand:6hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar 1:3 (1 cement : 3 fine sand) including shuttering complete. |
| 65 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A , including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes : (b) 110 mm diameter |
| 66 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws : (b) Ornamental grill. |
| 67 | Applying priming coat with ready mixed red oxide or zinc chromate paint of approved quality and manufacture on steel work. |
| 68 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade |
| 69 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 70 | Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12mm thick commercial veneered teakwood particle boards (Phenyle Bonded)3 layers flat pressed including applying one coat of approved wood primer. |
| 71 | (a) 40 mm thick including anodized aluminum butt hinges with necessary screws. |
| 72 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 73 | a) 38mm thick best available local wood class - B I |
| 74 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 75 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 76 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete : a) 300 x 16 mm |
| 77 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. |
| 78 | b) 250 x 10 mm |
| 79 | c) 150 x 10 mm |
| 80 | Providing and fixing MS handles with necessary screws etc complete. |
| 81 | a) 125 mm |
| 82 | b) 100 mm |
| 83 | Providing and fixing MS Hooks and Eyes. |
| 84 | (a) 300 mm |
| 85 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 86 | (a) Long Pan patten WC Pan |
| 87 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. |
| 88 | a) 250 x 130 x 30 mm |
| 89 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trapandMI unions complete, including cutting and making good the walls where required. |
| 90 | (a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 91 | Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete. |
| 92 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. |
| 93 | (a) 100 mm dia |
| 94 | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 95 | a) 100 mm dia SW pipes |
| 96 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. |
| 97 | a) 100 mm dia SW pipes |
| 98 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 99 | a) 15 mm nominal bore |
| 100 | b) 20 mm nominal bore |
| 101 | Providing and fixing brass bib cock of approved quality. |
| 102 | a) 15 mm nominal bore |
| 103 | Providing and fixing brass stop cock of approved quality. |
| 104 | a) 15 mm nominal bore |
| 105 | b) 20 mm nominal bore |
| 106 | B. Septic Tank & Soak Pit |
| 107 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 108 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 109 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 110 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 111 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 112 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 113 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 114 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 115 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 116 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 117 | b) Cold twisted bars. |
| 118 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
| 119 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. |
| 120 | a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 121 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 122 | C. Providing and Fixing Chain Link Fencing for 108 m Wall |
| 123 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 124 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 125 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 126 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).. |
| 127 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 128 | a) Lintels, beams, girders, bressumers and cantilevers etc. |
| 129 | b) Column, pillars, posts and struts etc. |
| 130 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 131 | b) Cold twisted bars. |
| 132 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 fine sand) in foundations and plinth . |
| 133 | Steel work in single section inclding cutting, hoisting, fixing in position and applying a priming coat of red lead paint : (b) In Tees, Angles and Channels |
| 134 | Providing and fixing G.I.chain link fencing of 10 SWG GI wire 75 x 75 mesh diagonal netting and weighing 2.10 Kg/Sqm complete as per the direction of Engineer-in-charge. |
| 135 | a) G.I.chain link fencing of 8/10 SWG GI wire 75 x 75 mesh diagonal netting |
| 136 | b) G.I.staples 10 cm long (10 SWG) |
| 137 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 138 | Applying priming coat with ready mixes primer of approved brand and manufacture on steel work. |
| 139 | Painting (two or more coats) with aluminium paint of approved brand and manufacture on new work to give an even shape. |
| 140 | White washing with lime on new work (two or more coats) to give an even shade. |
| 141 | SH-4: Staff Quarter (Type-II Doubled Storied Four Units 2 Nos.) |
| 142 | A. Building |
| 143 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) |
| 144 | i) Girth from 300 mm to 600 mm |
| 145 | ii) Girth from 600 mm to 900 mm |
| 146 | iii) Girth from 900 mm to 1800 mm |
| 147 | Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.): i) By Manual Means in area of thorny jungle |
| 148 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 149 | Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 150 | a) Ordinary Soil |
| 151 | b) Ordinary Rock |
| 152 | c) Hard Rock requiring blasting |
| 153 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 154 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 155 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 156 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 157 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : |
| 158 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 159 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 160 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 161 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 162 | b) Column, pillars, posts and struts etc. |
| 163 | c) Lintels, beams, girders, bressumers and cantilevers etc. |
| 164 | d) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 165 | Reinforcement of RCC work including bending, binding and placing in position complete : a) Cold twisted bars. |
| 166 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 167 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 ,of approved make, in all colours and shades, laid on 20 mm thick cement mortar1:4 (1cement :4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. |
| 168 | c) Size of Tile 800x800 mm |
| 169 | VITRIFIED TILES SKIRTING Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 ,of approved make, in all colours and shades, laid on 20 mm thick cement mortar1:4 (1cement :4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete |
| 170 | c) Size of Tile 800x800 mm |
| 171 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth. |
| 172 | Extra for pre-cast cement concrete block masonry in supe rstructure above plinth level upto floor two level. |
| 173 | 12 mm cement plaster 1 : 3 (1cement : 3 fine sand). |
| 174 | 6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand). |
| 175 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 176 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 177 | Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth. |
| 178 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1:3:6 (1cement :3sand:6hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar 1:3 (1 cement : 3 fine sand) including shuttering complete. |
| 179 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A , including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes : (b) 110 mm diameter |
| 180 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws : (b) Ornamental grill. |
| 181 | Applying priming coat with ready mixed red oxide or zinc chromate paint of approved quality and manufacture on steel work. |
| 182 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade |
| 183 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 184 | Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12mm thick commercial veneered teakwood particle boards (Phenyle Bonded)3 layers flat pressed including applying one coat of approved wood primer. |
| 185 | (a) 40 mm thick including anodized aluminum butt hinges with necessary screws. |
| 186 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. |
| 187 | a) 38mm thick best available local wood class - B I |
| 188 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 189 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 190 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete : a) 300 x 16 mm |
| 191 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. |
| 192 | b) 250 x 10 mm |
| 193 | c) 150 x 10 mm |
| 194 | Providing and fixing MS handles with necessary screws etc complete. |
| 195 | a) 125 mm |
| 196 | b) 100 mm |
| 197 | Providing and fixing MS Hooks and Eyes. |
| 198 | (a) 300 mm |
| 199 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. |
| 200 | (a) Long Pan patten WC Pan |
| 201 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. |
| 202 | a) 250 x 130 x 30 mm |
| 203 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trapandMI unions complete, including cutting and making good the walls where required. |
| 204 | (a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality. |
| 205 | Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete. |
| 206 | Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. |
| 207 | (a) 100 mm dia |
| 208 | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. |
| 209 | a) 100 mm dia SW pipes |
| 210 | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. |
| 211 | a) 100 mm dia SW pipes |
| 212 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 213 | a) 15 mm nominal bore |
| 214 | b) 20 mm nominal bore |
| 215 | Providing and fixing brass bib cock of approved quality. |
| 216 | a) 15 mm nominal bore |
| 217 | Providing and fixing brass stop cock of approved quality. |
| 218 | a) 15 mm nominal bore |
| 219 | b) 20 mm nominal bore |
| 220 | B. Septic Tank & Soak Pit 2 Nos. |
| 221 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 222 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 223 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 224 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size) |
| 225 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 226 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 227 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 228 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 229 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 230 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 231 | b) Cold twisted bars. |
| 232 | Extra for providing and mixing water proofing material in cement concrete work in the proportion recommended by manufacturers. |
| 233 | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. |
| 234 | a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg). |
| 235 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design. |
| 236 | C. Providing and Fixing Chain Link Fencing for 204 m Wall |
| 237 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 238 | Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 239 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 240 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).. |
| 241 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 242 | a) Lintels, beams, girders, bressumers and cantilevers etc. |
| 243 | b) Column, pillars, posts and struts etc. |
| 244 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 245 | b) Cold twisted bars. |
| 246 | Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 fine sand) in foundations and plinth . |
| 247 | Steel work in single section inclding cutting, hoisting, fixing in position and applying a priming coat of red lead paint : (b) In Tees, Angles and Channels |
| 248 | Providing and fixing G.I.chain link fencing of 10 SWG GI wire 75 x 75 mesh diagonal netting and weighing 2.10 Kg/Sqm complete as per the direction of Engineer-in-charge. |
| 249 | a) G.I.chain link fencing of 8/10 SWG GI wire 75 x 75 mesh diagonal netting |
| 250 | b) G.I.staples 10 cm long (10 SWG) |
| 251 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 252 | Applying priming coat with ready mixes primer of approved brand and manufacture on steel work. |
| 253 | Painting (two or more coats) with aluminium paint of approved brand and manufacture on new work to give an even shape. |
| 254 | White washing with lime on new work (two or more coats) to give an even shade. |
| 255 | SH-5: Compound Wall |
| 256 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 257 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. |
| 258 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nos.minal size) excluding the cost of centring and shuttering in: |
| 259 | a) Foundations and plinth |
| 260 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in: |
| 261 | a) Foundations and plinth |
| 262 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : |
| 263 | a) M20 ( 1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 264 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc. up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3(1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface. |
| 265 | a) M20 ( 1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 266 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishand plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface. |
| 267 | a) M20 ( 1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 268 | Centring and shuttering including strutting, propping etc and removal of form work for : |
| 269 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 270 | b) Lintels, beams, girders, bressumers and cantilevers etc. |
| 271 | c) Column, pillars, posts and struts etc. |
| 272 | Reinforcement of RCC work including bending and placing in position complete. |
| 273 | b) Cold twisted bars. |
| 274 | Masonry with pre-cast cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) blocks in cement mortar 1 : 3 (1 cement : 3 fine sand) in foundations and plinth. |
| 275 | Extra for pre-cast cement concrete block masonry in superstructure above plinth level up to floor two level. |
| 276 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand) |
| 277 | Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade |
| 278 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 279 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade. |
| 280 | Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. |
| 281 | a) In Tees, Angles and Channels |
| 282 | Welding by Electric plant |
| 283 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 284 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade. |
| 285 | SH-6: Retaining Wall |
| 286 | Earthwork in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30cm size, saturated soil and rock), lift upto1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in15cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 287 | Providing and laying cement concrete1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in: |
| 288 | (a) Foundations and plinth |
| 289 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement :6finesand) including levelling up with cement concrete 1:6:12 (1cement :6coarsesand : 12 stone aggregate 20 mm nominal size) at plinth level. |
| 290 | Extra for random rubblemasonry with hard stone in superstructure above plinth level and upto floor two level including levelling up with cement concrete1:6:12(1cement :6coarsesand:12 stone aggregate/shingle 20 mm nominal size) at window sills, ceiling level and the like |
| 291 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and Technical specifications Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
