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| 1 | Providing and fixing precast cement concrete M-15 kerb as per design, including fixing at site. (MoRTH specification : section 1000 & 1700). |
| 2 | M-35,60mm thick to be used in light traffic (Light traffic is defined as a daily traffic up to 150 commercial vehicles exceeding 30 KN laden weight, or an wquivalent up to 0.5 million standerd axles (MSA) for a design life of 20 years (A standerd axle is defind as a single axle load of 81.6 KN ) like pedestrain plazes, shopping complexes ramps, car Parks, office drveways , housing colonies , office complexes , rural roads with low volume traffic ,fram houses, beach sites, tourist resorts, local authority footwys ,residential roads, etc. Categary A Denated units to key into each other on four faces zigag shapeas per IRC SP 63:2004 |
| 3 | Add extra for colored paver blocks are used |
| 4 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable MATERIAL and disposal of unserviceable MATERIAL within 50 metres lead as per direction of Engineer-in-charge: In cement mortar. |
| 5 | CARRIAGE OF MATERIALS Building Rubbish Stone metal (Grit and ballast etc.) lead up to 20km |
| 6 | Demolishing cement concrete manually/ by mechanical means including disposal of MATERIAL within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil |
| 8 | Filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingle sand. |
| 9 | 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.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 10 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:4 ( 1-Cement : 4-Sand). |
| 11 | Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto Three Levelabove 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 12 | Flyash Flyash Brick work with flyash Flyash Bricks of class designation 75 in superstructure above plinth level upto floor Three Level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 13 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and 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. M-20 grade reinforced cement concrete. All wiork up to plinth level. |
| 14 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and 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. M-20 grade reinforced cement concrete. All work from plinth level up to floor Three Level. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix |
| 15 | Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 16 | Centering & shuttering with plywood or steel Plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor Three level for : Walls (any thickness) including attached pilasters,buttressesplinthandstring course. |
| 17 | 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 Three level.Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 18 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. |
| 19 | Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of parapet and slab on both sides in cement sand mortar 1:4,with ceiling pointing in cement sand mortar 1 : 3 complete as per specification and instruction of Engineer In Charge Above 2.50 metre and upto 3.00 metre. |
| 20 | 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 |
| 21 | Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete |
| 22 | Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. New Work |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work |
| 24 | Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with 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 and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade |
| 25 | Construction of Open SurfaceDrain with 112mm thick brick masonry in CM 1:4,110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring ,12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design/drawing: 150mm drain,225mm Av. depth |
| 26 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia |
| 27 | Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m heightwith 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) Exposed face Machine cut |
