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| 1 | (A) JETTY PART |
| 2 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 3 | Providing and laying M-35 Design Mix concrete Using concrete Mixer for reinforced concrete work in precast unit for pile, Girder, Slabs, Stair etc.of R.C.C. pile jetty with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including cost of labour , cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. as per drawing and technical specifications (but excluding the cost of necessary form work and staging , reinforcement works. & excluding the cost of handling, transporting to the site of work from casting yard etc |
| 4 | Supplying, fitting and placing HYSD Bar reinforcement in Sub-Structure including initial straighttening, straightening of coils bars, removal of loose rust (if any) cutting to requisite length bending, binding with annealled wire not less than 1mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. includinding cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-In-Charge |
| 5 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel Shuttering or 9 to 12mm thick approved quality ply board shuttering. |
| 6 | Providing special type of M.S. collar for fixing screw cutter fitted and fixed to 400 mm. dia. precast R.C.C. pile including supply of 2 nos. locking tube & 25 mm dia locking steel pin. |
| 7 | Providing special type of M.S. screw cutter including fitting and fixing |
| 8 | Labour charges for screw driving the R.C.C. pre-cast piles depth of minimum 8.O M upto 9.00 M below bed level as decided by the Engineer-in-charge in tidal riverholds and hoisting the piles using pully fitted to the monorail gentry girder or any other Suitable arrangement for avoiding any damage of the R.C.C. precast piles fixed with special type screw cutter with M.S. collar with fixing steel pin including placing the same on pin points position with the help of pile guide monorail gantry girder or any other arrangement by hoisting capstain manually including cost of hire charge of barge, chain pully, lunch and other machineries, supplying of fuel etc. (Engineer-in-charges reserves the right to reject the pile if the pile is out of plumb beyond the permissible limit or due to breaking cracking and any sort of damages) including mobilization all pants & machineries for erecting & driving the piles as per drawing and design & specification etc. complete. |
| 9 | Labour charges for carrying the precast R.C.C. piles,girder, deck slab, step & other components from casting yard / barge hold by the arrangement of chainpully or any other method fitted & fixed over the barge, without damaging the components including hoisting in proper position and lowering down and placing in position with the help of chain pully or any other method & fitted & fixed properly over the piles in tidal river including hiring charge of barge, launch / best etc. and fitted & fixed in proper position setting etc. complete (Engineer-in-charge reserve the right to reject the components if it breaks, cracks and damage etc.) |
| 10 | Providing ana laying M-35 Design Mix concrete using concrete mixer for reibnforced concrete work in precast unit for Girder, Slabs, Stairs etc, of RCC Pile jetty with coarse aggretes of appropriate nominal size and grading, fine aggregates (sand) conforming to proper grading zone, both of approved quality and cement as necessary , including cost of labour , cost and carriaqge of all materials and indluding preperation of design mix, approval of the same by the Engineer-In- Charge and cost for quality control, sampling, testing etc. Including the cost of necessary form work and staging complete as per drawing and technical specifications ( but excluding the cost of reinforcement works & excluding the cost of handling, transporting to the site of work from casting yard etc.) |
| 11 | Supplying, fitting and placing HYSD Bar reinforcement in Sub-Structure including initial straighttening, straightening of coils bars, removal of loose rust (if any) cutting to requisite length bending, binding with annealled wire not less than 1mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. includinding cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-In-Charge |
| 12 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel Shuttering or 9 to 12mm thick approved quality ply board shuttering. |
| 13 | Providing heavy duty dense rubber feeder of approved quality fitted & fixed in position as per drawing. |
| 14 | Construction of Sign Board with 0.45m x 0.60m (height) granite slab of 15-18mm thk.engraving the lettering over it as directed by the E.I.C. fitting and fixing complete over brick masonry (with 4:1 cement mortar) platform covered with 4:1 sand-cement plaster with neat cement punning all complete as per direction & design supplied by the E.I.C. |
| 15 | Earthwork from borrow pits for making embankment or for repairs to embankment within an initial lead of 30 metre and an lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cms. layers and rough dressing etc. complete as per profile. |
| 16 | Extra rate over Item Nos.14 for all kinds of soil for everyadditional lead of 30 metres or part thereof beyond the initial lead of 30metres.30.0M TO 60.0M |
| 17 | Extra rate over Item Nos.14 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. |
| 18 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge I. In all sorts of soil excluding marshy soil &rocks (soft or hard) by manual means.a) upto 3 m depth(i) With pumping out water including shoring as required. |
| 19 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m |
| 20 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(a) Single brick flat soling (thickness 75 mm.) |
| 21 | Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3) / M-20 grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm of Pakur or other approved variety including Screening and cleaning of aggregates, if necessary, both of approved quality and cement, as necessary, compacting by vibrator or other suitable means, cost of curing with water, cost for quality control, sampling, testing etc. and including placing a Separation membrane of impermeable PVC sheet 125 micron thick transparent or white in colour laid flat with minimum creases. Before placing the separation membrane, the sub-base shall be swept clean of all the extraneous materials. Wherever overlap of plastic sheets is necessary, the same shall be at least 300 mm and any damaged sheathing shall be replaced at the Contractor's cost. Including carriage of all materials to site but excluding the cost of staging, shuttering and and reinforcement if any. including Riverine. |
| 22 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. includingcuring, scaffolding, raking out joints etc. complete including cost and carriage of all materials.(a) In 1:4 proportion. including riverine. |
| 23 | Plaster (to wall, floor, ceiling etc.) with sand nand cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding /staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster |
| 24 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) (b) 1st class brick ballast |
| 25 | Providing and laying pre-cast brick block pitching of required size (53Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with1st class kiln burnt bricks in cement mortar including flush pointing onall faces except exposed face which to be plastered with 19 m.m. thickcement plaster , curing, dressing, ramming & preparing subgrade inslopes & bed complete with necessary earth work not exceeding 300mm in depth with all leads & lifts including cost of all materials/ blocksup to site by all means of transport. The gap between adjacent blockswill not be more than 10 m.m.(Sand, cement mortar mix for making blocks, pointing & plastering is1:4) including riverine |
| 26 | Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and considerating and dressing the subgrade to correct camber and grade. |
| 27 | Brick edging (75mm wide) with 1st. Class picked jhama bricks laid true to line & level including cutting necessary trench in soil or hard metalled surface, laying the bricks and repacking the trench on both sides and ramming complete(b)250 mm.depth.(On end edging) including riverine. |
| 28 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(f) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) including riverine. |
| 29 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.(iii) 15 cm av. Diameter |
| 30 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sortsof soil including hoisting and placing piles in position, protecting the pilehead with iron ring and cutting and shaping heads before and afterdriving and including hire and labour for necessary driving appliancesand all tackles.(iii) 15 cm av. diameter |
| 31 | Supplying, fitting and fixing with iron nails half split bullah wailing piecesand cross pieces etc. complete with cost of all materials and carriage tosite.(a) Width of thinner end above 10 cm. and less than 15 cm.(i) Jhaw / Eucalyptus |
| 32 | Construction of Sign Board with 0.45m x 0.60m (height) granite slab of 15-18mm thk.engraving the lettering over it as directed by the E.I.C. fitting and fixing complete over brick masonry (with 4:1 cement mortar) platform covered with 4:1 sand-cement plaster with neat cement punning all complete as per direction & design supplied by the E.I.C. |
| 33 | GST as applicable - @ 18% |
| 34 | (D) Ancillary Works |
| 35 | Supplying fitting and fixing street light with 80mm G.I. pipe (4.0m long )and necessary fittings including all cost of materials, light, battery and other equipments and labour charges for fitting as per direction of Engineer-In - charge (LED 1 street light Pv Module 35w Panel solar charging full luight: 8hrs Battery Capacity : 52000mah Battery Nominal voltage : 14.8 V |
| 36 | Labour Welfare cess - @ 1% Please Enable Macros to View BoQ information |
