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| 1 | Civil work |
| 2 | 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 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 4 | Random Rubble masonry with hard stone in foundation and plinth including leveling 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) Quarry Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Quarry Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 6 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 7 | Supply filling and laying of stones into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage of stones and crates complete Job as per direction of Engineer Incharge at site. |
| 8 | Providing, supplying and laying of stones horizontally behind walls including ramming, compaction, dressing including all cost and carriage complete job as per direction of Engineer Incharge at Site |
| 9 | Providing and laying of GSB including consolidation at OMC with PRR of 8-10 tonne capacity to required gradient and camber as per MORTH specifications. All inclusive with cost and carriage of all involved materiaks upto site of work complete job as per direction of Engineer Incharge at site. |
| 10 | Laying, spreading and compacting stone aggregate of sizes 63mm to 45mm (WBM G-II) in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. including all cost and carriage complete job as per directions of Engineer Incharge at site |
| 11 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 12 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 13 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 14 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 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. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 15 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. Including all cost and carriage complete job as per direction of Engineer Incharge at site |
| 16 | Demolishing R.B work manually/by mechanical means including stackingof steel bars and disposal of unserviceable material within 50 meters leadas per direction of Engineer-in-charge. |
| 17 | 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 |
| 18 | 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 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock |
| 19 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : Ordinary or hard rock |
| 20 | Dewatering of trenches during execution of work incl. diversion of Nallah as per direction of engineer Incharge at site |
| 21 | Removing loose soil and replacing it by sand, moorum or approved granular material to achieve desired foundation depth. as per direction of engineer Incharge at site |
| 22 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including all cost and carriage complete job. |
| 23 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve cost of reinforcement workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately All works above plinth level upto floor V level. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) Incl. all carriages complete. |
| 24 | Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve cost of reinforcement workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately All works above plinth level upto floor V level. Providing M-35 grade concrete instead of M-25 grade BMC/RMC. (Note : Cement content considered in M-35 is @ 350 kg/cum). Incl. all carriages complete. |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level High Yield Strength Deformed of grade Fe-500D or more. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts shuttring of Kitply in abutment / Pier walls, abutment / Pier caps and dirt walls, approach walls etc. |
| 27 | Backfilling and compaction in layers after comBack filling behind abutment,approaches to the level of approach slabs with approved selected boulders/ Granular material brought from approved source incl. all carriages of materials involved the site of work incl. spreading in layers not exceeding 200mm thickness, watering ,consolidating with vibrating compactors, incl. provision of filter media of not less than 600mm width as per techinical specification clause 2504.22 of MORTH specification and all incidentals complete pletion of raft to form embankment, slope, etc. |
| 28 | Providing and fixing in postion weep holes in abutment walls with 100 mm dia PVC pipes cut to required length and profile and installed in concrete. |
| 29 | Providing and fixing of Elastomeric Bearings over pedetsals, including all cost and carriage complete job. |
| 30 | Providing and fixing of Elastomeric Bearings over reaction blocks, including all cost and carriage complete job. |
| 31 | Steel Girders, Deck Slab etc. Structural Steel Providing and fixing structural steel of grade-250 in Steel truss girders/plate girders, cross beams stringers, and bracing etc., as per structural details complete including welding. |
| 32 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including all cost and carriage complete job. |
| 33 | Providing and laying of controlled cement concrete of M-30 Grade using 20 mm down aggregate in two end spans and Deck Slab for remaining length consolidated and cured complete but excluding cost of necessary formwork /shuttering and cost of reinforcement.Incl. all cost and carriages complete job. |
| 34 | Reinforcement for RCC works including straightening, cutting, bending, binding & placing in position all complete. HYSD reinforcement of gra\\"Reinforcing Steel Providing and fixing in position HYSD reinforcement of grade Fe-500 including fabrication, laying and binding with 18 gauge annealed steel wire, in Deck Slab and wheel guard/Kerbs. Fe-500D steel bars at all levels. including all cost and carriage complete job |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for SuspendedProviding and fixing exposed quality shuttering in Deck slab, wheel guards etc. floors, roofs, landings, balconies and access platforms including all cost and carriage complete job |
| 36 | Providing and fixing in position of rain water collection boxes with pipe outlets (RWCB Type 2) partly in MS sections and cast iron complete as per details (MS angle frame with anchors to be cast in position along with deck slab for seating and fixing of RWCB) |
| 37 | Providing and Applying two coats of superior paint to all exposed surfaces of structural steel. |
| 38 | Providing and fixing in position expansion joints complete with U-strip made from 24 gauge copper strip. MS angles with welded anchors and MS top plate bolts/nuts etc. complete as per MOST standard drawing. |
| 39 | Providing and filling of approved quality bitumen mastic sealant in expansion joints wherever necessary, prepared and applied as directed Including all incidental work complete. |
| 40 | 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS: 8887, using 96 kg per cum of chippings of road surface including consolidation with road roller etc. complete job |
| 41 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. icluding all cost and carriage complete job. |
| 42 | Maintenance Cost for 5 Years |
| 43 | Maintenance cost for 01 Years |
| 44 | Maintenance cost for 02 Years |
| 45 | Maintenance cost for 03 Years |
| 46 | Maintenance cost for 04 Years |
| 47 | Maintenance cost for 05 Years Please Enable Macros to View BoQ information |
