|
| 1 | Earth work in bulk excavation by manual means 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 |
| 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) includingdisposal 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 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge Ordinary Rock |
| 4 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand 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 |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand 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: Ordinary Rock |
| 6 | Providing and laying of soiling in broken stones under the foundation. |
| 7 | Dumping stone excluding cost of stone in Horizontal on level including carriage ( filling of stone ) |
| 8 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 10 | Providing & laying in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering All work upto plinth level (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size |
| 11 | Providing & laying cement concrete in retaining walls, return walls, Walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor 5- level, excluding the cost of centering, shuttering & finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | Dry random rubble masonry with hard stone in foundation & plinth without bond stones. |
| 13 | Random Rubble masonry with hard stone from Nallah in foundation and plinth including levelling up with Cement concrete 1:6:12 (1 Cement : 6 coarse sand :12 coarse stone aggrgate 20mm nominal size ) at plinth level with cement mortar 1:6 mix. |
| 14 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete. 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 of IS:9103 to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge All works upto plinth level |
| 15 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete. 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 of IS:9103 to accelerate,retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge all works above plinth level |
| 16 | Providing and laying in position machine batched and machine mixed design mix M-25grade 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 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. 5.34.1 All works upto plinth level |
| 17 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved 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 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 |
| 18 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. |
| 19 | Back filling of stones behind abutments including cost of stones and carriage completed |
| 20 | Steel Reinforcement of RCC work including cutting bending placing in position and binding all complete thermo - mechanically treated bars of grade FE-500D or more |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 25 | weep holes 100mm dia PVC, Phinolex make or any other reputed make heavy grade tube @ 1.78 kgs/m of length 750mm be used as weep hole in the stem wall 3-lines with 4-holes in each line Including all labour for placement /cutting/ contractors profit |
| 26 | Providing /placing in position with all requirements PTFE /Pot bearing of approved make and Design for all direction rotations. |
| 27 | Structure steel work in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete including priming coat |
| 28 | Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete. 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 workability without impairing strength and durability as per direction of engineer in charge All works above plinth level |
| 29 | Providing & laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker & laid to required level and slope, including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm& at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (considering bitumen using 10.2% as per MORTH specification) 40 mm thick |
| 30 | Supplying and Laying of River Bed Material inlcuding carriage, watering and consolidation etc |
| 31 | Add Cost of Weep Holes for RCC Wall |
| 32 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming & watering, lead upto 50 m & lift upto 1.5 m. |
| 33 | Providing & laying 50 mm thick coping with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete. |
| 34 | 12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand) |
| 35 | Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone agg. )finished with a floating coat of neat cement including cement slurry,but excluding the cost nosing of steps etc complete. 50mm thick with 20 mm nominal size crushed stone agg. |
| 36 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 37 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) |
| 38 | Supplying and stacking at site Moorum |
| 39 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications 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. |
| 40 | 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 |
| 41 | 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. On W.B.M. @ 0.75 Kg/sqm. |
| 42 | 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. |
| 43 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete. With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 44 | 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. |
| 45 | Finishing with Epoxy paint (two or more coats) at all locations preparedand applied as per manufacturer’s specifications including appropriatepriming coat, preparation of surface, etc completeOn steel work |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 47 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : |
| 48 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622(thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 49 | Providing and laying Polished Granite stone 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 |
| 50 | Engraving letters in hard stone |
| 51 | Supplying and Fixing of Citizen information board all complete |
| 52 | Carriage of Material by Mechnical Transport including loading, unloading and stacking at Site completea. Cement for an avg lead of 5 Km by MT |
| 53 | b. Stone for an avg lead of 05 Km |
| 54 | c. Sand for an avg lead of 50 Km |
| 55 | d. Aggregate below 40 mm for an avg lead of 30 Km |
| 56 | e. Aggregate Above 40 mm for an avg lead of 30 Km |
| 57 | f. Bricks for an avg lead of 65 Km by MT |
| 58 | Maintenance for road work for 1st year @ 0.80 % of 09.27 lacs |
| 59 | Maintenance for road work for 2nd year @ 1.20 % of 09.27 lacs. |
| 60 | maintenance for road work for 3rd year @ 1.60 % of 09.27 lacs |
| 61 | maintenance for road work for 4th year @ 3.20 % of 09.27 lacs |
| 62 | maintenance for road work for 5th year @ 3.20 % of 09.27 lacs |
| 63 | NOTE :- Bidder has to quote rate for construction part only whereas maintainance amount is fixed Please Enable Macros to View BoQ information |
