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| 1 | Earthwork 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 getting out the excavated soil, and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidationg each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m -All kinds of soil. |
| 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: |
| 5 | i) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded stone aggregate of 20 mm nominal size) |
| 6 | ii) 1:2:4: (1 cement : 2 fine sand : 4 graded stone aggregate of 20 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level.i) 1 : 1.5: 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 8 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, colounns, pillars, piers, abutments, posts and struts etc.upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. |
| 9 | b) in plinth & skirting courses, fillets, columns, pillars, post & struts i) 1 : 1.5: 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- |
| 11 | a) RCC work in work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. i) 1 : 1.5: 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 12 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more then 150 upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-i) 1 : 1.5: 3 ( 1 cement : 1.5 fine sand : 3 graded stone aggregate of 20 mm nominal size) |
| 13 | Reinforcement for RCC works including straightening, cutting, bending all complete upto plinth leveli) Thermo-mechanically treated bars of grade Fe-500 D or more |
| 14 | Reinforcement for RCC works including straightening, cutting, bending all complete above plinth leveli) Thermo-mechanically treated bars of grade Fe-500 D or more |
| 15 | Extra for providing and mixing water proofing materials in cement concrite work in doses by weight of cement as per manufacturer's specification |
| 16 | Centering shuttering including strutting, propping etc. and removal of form work for : |
| 17 | i) Foundations, footings, bases for column s etc. for mass concrete with steel form work |
| 18 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. |
| 19 | iii) Domes upto 6.0 m span |
| 20 | iv)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 21 | vi)Suspended floors ,roofs, landings, balconies and access platform with MS plates & props |
| 22 | vii)Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. |
| 23 | Providing and fixing steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required.i) In grating, frames, guard bar, railing brackets, gates & similar works all complete. |
| 24 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required.i. GI pipes |
| 25 | First class brick work in foundation and plinth including cost of all materials as required complete:- |
| 26 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 27 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground with all leads and lifts including finishing even and smooth and curing complete as per direction of the Engineer in charge:- with cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 28 | 6 mm cement plaster of mix i) Cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 29 | 12 mm cement plaster of mix |
| 30 | i) In cement mortar 1:5( 1 cement : 6 fine sand ) |
| 31 | Neat Cement Punning |
| 32 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 33 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture ( Payment shall be made after submission of test certificate issued by the Manufacturer):New work (two or more coats applied @ 1.67 litre/10 sqm) over and including priming coat of exterior primer applied @2.20 kg/10 sqm |
| 34 | Painting with synthetic enamel paint of approved brand to give an even shade (Payment shall be made after submission of Test certificate issued by the Manufacturer):Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved and manufacture |
| 35 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed & consolidated & grouted with fine sand including finishing the top smooth |
| 36 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 37 | Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge |
| 38 | Providing & applying Sika-Rustop -100, rust remover cum passivator over the cleaned exposed reinforcement both at the column & bracings, wherever required, in two coats, second coat is to be applied on suitable dried 1st coat, applied earlier approximately 1 kg of sika rustop-100 is to cover 30 sqf surface area for (two coats). Before application of sika -Rustop 100 core concreat is to be made clean of any dis integrated particals at the surface by careful tinkering & surface to be washed by the fresh water. wet surface is to be dried before application of 1st coat, complete as per manufacturers guidelines & direction of the Engineers-in-charge. (only printed surface 0f rod & adjoining concrete to be measured) |
| 39 | Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately ) |
| 40 | a) 400 mm dia |
| 41 | d) 200 mm dia Please Enable Macros to View BoQ information |
