||Supply & Stacking good earth at site complete including loading unloading & transporation etc.
||Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
||Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in \nAll kinds of soil
||Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and with all lift
||Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc.(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds & fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost.\nIn rows 7.5 Cms. apart in either direction
||Providing and laying in position Cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering & shuttering- All work upto plinth level\nM15 grade nominal mix\n 1:2:4(1Cement : 2 Course Sand : 4 Graded Stone aggregate 20 mm nomial size
||Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. \nM10 grade Nominal Mix \n1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
||Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. \n1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
||Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix
||Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.\nM20 grade Nominal Mix / Design Mix
||Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\nM20 grade Nominal Mix / Design Mix
||Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion 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 work upto floor V floor\nM20 grade Design Mix by using min 400 Kg of cement per cum of concrete\nAdd extra for providing richer mixes respectively at all floor levels\nProviding M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix.
||Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc.
||Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :\nWalls (any thickness) including attached pilasters, buttresses plinth and string course.
||Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc.
||Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Arches , domes, vaults etc upto 6 mtr span
||Add extra for shuttering in circular work (in respective centering and shuttering items)
||Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.\nThermo-mechanically Treated bars (Conforming of relevent IS code)
||Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks \nCement mortar 1 : 4 (1 cement : 4 coarse sand)
||Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : \nCement mortar 1 : 4 (1 cement : 4 coarse sand)
||Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:\nCement Mortar 1:4 ( 1-Cement : 4-Sand).
||Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m height with 20 to 30 mm thick Pink Sand stone (Bansi Paharpur) and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid separately)\nExposed face Machine cut
||Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required
||Providing & fixing letters/boarders from reflective tape of approved quality in standard width of MoRTH specifications clause 800.\nProviding & fixing letters (100mm wide)
||Letter per Cm. Height
||Providing & fixing Border (50mm wide)
||Per Cm. Length
||Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.\nJhunjhunu / Jalore (Red / Choclate Colour)\nUp to 1500 Cm2 Tiles
||Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.above 3600 ccm2 slab area, South (Red)
||Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work
||Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete
||Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high internsity grade sheeting exclusive of lettering, border & sign fixed over aluminium sheeting, 2mm thick, fixed on mild steel angle iron fa\rame 50mmx50mmx6mm supported on amild steel angle iron post 75mmx75mmx6mm up to the top of sign boardd, lenght of post from bottom of sign board is 2.85m. upto foundation level post duly painted in black & white synthetic enamel alternate ship 30cm wide. fixed to the groudn by means of properly designed foudnation with M-15 grade cement conrete 45cmx45cmx60cm, 60 cm belwo ground level as epr approved drawing & as per MORTH specification CI 801. \nDouble Angle Post\n90 cm x 60 cm
||Double angle post\n120cm x 90cm
||Steel work in built up tubular trusses including cutting, hoisting (height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. \nHot Finished Welded type tubes.
||Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
||Providing and fixing Wrought iron and Mild steel welded work (using flats, square bars, tees and channel grills, grating) frames, gates and tree guards of any size and desgin etc. includig cost of screns and welding roads or bolt and nuts, complete, fixed in position but without the cost of excavation and concrete for fixing which will be paid separatly.
||Random Rubble dry Kharanja under floor :
||Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification.
||Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks:\n1) Shape as defined by Engineer incharge\n2) Tensile splitting strength and braking load as per BS 6717:2001\n3) Color: Grey cement natural colour\n4) Variation in dimension: Less than 1.6mm.\n5) Variation in thickness: Less than 3.2mm\n6) Abrasion: As per BS: 6717:2001
||Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20 mm thick
||Plaster on new surface on wall in cement sand mortar 1:4 including racking of joints etc. complete fine finish :\n25mm Thick
||Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers, under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2kg of cement per sqm, top layer 15 mm cement plaster 1:1/2:2 ( 1 cement : 1/2 coarse sand : 2 stone chipping size 10 mm nominal size) in panel with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chipping, complete as per specification and direction of Engineer in charge. (Payment for providing grooves shall be made separately)
||Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[MoRTH Specification Clause 2205]
||Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding :New work (Two or more coats applied @ 3.84 kg/10 sqm).
||Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \nTwo or more coats on new work
||Lettering with black Japan paint of approved brand and manufacture.
||Per Letter Per CM Height
||P&F of thermoplastic/ PVC cable junction boxes of following sizes including clamps for holding the box, cost of DIN rail for MCB mounting, connectors for cables terminals, threaded cable glands made of polyamide material etc. complete in all respect.\n300mm X 200mm X125mm
||P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.\n2.5 Sq.mm\n3 core
||6.0 Sq.mm\n3 core
||P & F Post top / Bollard suitable for following lamps, made of powder coated cast aluminium housing, moulded acrylic lamp compartment with built in anodized aluminium louvers for lamp shielding and glare control, metallic lid top cover, including the cost of control gear complete in all respect. Bollards are including cost of decorative base pipe/ plate. (without lamp)\n1X70 Watt SON Post Top
||Conical MS Poles made of S-355JO grade steel sheet , folded lengthwise to obtained Conical shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. (See Table E - 11 for specs.)\n3 Mtr.
||P & F Krone module with base frame in the recess / surface made out of 16 SWG sheet steel box, front openable, having locking arrangements duly powder painted.,including dressing, ferruling and punching of telephone cable with krone tool etc. as required.\n20 Pairs
||S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall, covering conduit and making good the same as required. 20 mm
||P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required.\nSingle pole MCB
||P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections, testing etc. as required.\nTriple pole Isolator\n30 A / 40 A rating