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| 1 | Earth work in hard soil excavation of foundation within initial lead of 50m and initial lift 1.5m including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m depth with cost of all labour T&P etc complete in all respect as per direction by the Engineer in charge. |
| 2 | Sand filling in foundation and plinth including cost of all materials, labour conveyance, loading and unloading, taxes, royalties, sundries, tools and plant etc complete as per the direction of the Engineer-in-Charge (Linear measure will be taken and quantity will be calculated on standard weight for teh all heights) |
| 3 | Cement concrete (1:3:6) in foundation and floors using 4 cm. size black hard hand broken granite metals of approved quality and from approved quarry including lowering, laying concrete watering & curing etc. complete to required level including cost, conveyance royalties & taxes of all materials & cost of all labour with T&P required for work complete as per direction of Engineer-in-Charge |
| 4 | R.C.C. work of M20 in following works using 12 mm. to 20 mm. (½” to ¾”) size (20 mm. not to exceed 25%) hard black crusher broken granite stone chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete, watering curing, centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour and T & P required for the work etc. complete in all respect but excluding the cost and conveyance of M.S. rods or Tor steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position and as per the direction of the Engineer-in-charge |
| 5 | a) Column Footing |
| 6 | b) Column Super Structure |
| 7 | c) Plinth Beam |
| 8 | d) Lintel Bend |
| 9 | e) Chajja |
| 10 | f) Roof Beam |
| 11 | g) Roof Slab |
| 12 | Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL / Tiscon or equavalent make (grade Fe-500D) includingbending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (payment will be made on standard weight of B.I.S. for M.S. Rods or tor steel only) etc. complete as per specification & direction of Engineer-in-charge. |
| 13 | First class Fly ash Brick masonry using bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. |
| 14 | First class Fly ash Brick masonry using bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use inSuperstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. |
| 15 | Fly ash Brick masonry using bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use inSuperstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-Charge. |
| 16 | Supplying of M.S. Grill made out of structural steel, flats, plates, bar confirming to IS for windows, ventilators etc. as per drawing and design, fixed to walls with clamps including priming 1 coat with all damages in walls and floor etc. including cost of all materials, labour, conveyance, taxes, royalties, swcaffolding, watering, curring, sundries, tools and plants etc. as per the direction of Engineer-in-Charge |
| 17 | Providing 6 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to R.C.C. work after closed deep chipping & slurry treatment including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 18 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 19 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 20 | 2.5 cm. average thick A.S. flooring with cement concrete (1:2:4) with black hard crusher broken granite chips laid in two layers the bottom layer behind 19 mm thick with 6 mm to 12 mm size black hard crusher broken granite chips and top layer of 6 mm thick with 3 mm to 6 mm size black hard crusher broken / hand broken granite chips laid over 10 cm thick dry rammed brick khoa laid to proper slop including rounding of corner watering and curing with cost, conveyance, royalties and taxes of all materials and cost of labour with T&P required for the work etc. complete. |
| 21 | Supplying, fitting and fixing vitrified tiles in floor of size 600mm x 600mm approved make confirming to Is : 13755 laid on 20mm thick bed of Cement Motar (1:4) (1 Cement : 4 Course Sand) and filling joints with white cement of approved quality including cost of all materials, taxes labour T&P etc. required for the work in all respect as directed by the Engineer-in-Charge |
| 22 | Supplying, fitting and fixing vitrified tiles on 12mm thick bed of Cement Motar (1:3) (1 Cement : 3 Course Sand) and filling joints with neat cement slury mixed with pigment to match the shade of the tileincluding cost of all materials, taxes labour T&P etc. required for the work in all respect as directed by the Engineer-in-Charge |
| 23 | Supplying, fitting and fixing of up-plasticised Poly Vinly Chloride (UPVC) (FENESTA / NCL VEKA LTD.) Ventilator / Top Hung - 60 - series duly manufactured using UPVC reinforced profiles of 60mm x 55mm x 2.5mm for outer frames, 75mm x 60mm x 2.25mm for casement window sash profile capable of of mounting single glazing system, structgurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5mm prefabricated & welding though fusion welding the window sash shall be fitted with 6mm thick clear toughened glass of SAINT-GOBAIN make duly fixed with EPDM weathering seal resistant accessories like clipping locking system made of aluminium 1 No. per set of sashes and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing / deglazing at site etc. including cost and conveyance of all materials, accessiries, labour charges, materials and product conforming to ASTM D 638-14, EN-447-95 and other applicable codes and standards etc complete as per the direction of the Engineer-in-Charge |
| 24 | Painting two coats of synthetic enamel paint overe a coat of primer including cost and conveyance of all materials, labour, T&P, hire charges of machine all taxes etc all completes in all respects as per the direction of Engineer-in-Charges. |
| 25 | Distempering two coats to wall over a coat of primer to the internal surface with any approved shade in all floors including cost conveyance taxes of all materials and T&P required for the work etc. complete including cost of distemper (Distemper of approved quality will be supplied by the contractor at has own cost) |
| 26 | Finishing wall surface with two coats of weather coat over a coat of cement primer including cost and conveyance of all materials, labour T&P, hire charges of machine, all taxes etc all completes in all respects as per the direction of Engineer-in-Charge |
| 27 | Providing Antitermite treatments as per ISI specification including making holes3\"0\" C/C both ways injecting chemical with water in proper (1:20) or any approved propertion by the Engineer-in-Charge & treatment to choukath sides & wall juction cost & conveyance of all materials, labours, T&P etc. complete as per direction of the Engineer-in-Charge |
| 28 | Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specification as per clause 304 and section 900 of MoRT&H specification |
| 29 | Construction of embankment with materials obtained from selected borrow pit with minimum CBR value of 5 with 10 km all lead spreading with grader to required sope and compacting to meet the required table 300-2 |
| 30 | Plain cement concrete M-20 using 20mm sized and down graded black hard crusher broken granite chips including frame work of approved quality from approved quality including hoisting, lowering and laying concrete in layers, watering, cutting etc complete including cost conveyance royalties and taxes of all materials with labour and T&P etc. required for the work as per the direction of the Engineer-in-Charge |
| 31 | Construction of granular sub-base by providing close graded Granular Sub-Base Grading-VI materials as per table 400-1, spreadingin uniform layers with motar grader on prepared surface, mixing by mix in place method with retavator at OMC and compacting with vibratory roller to achieve the desired density complate as per clause 401 of MoSRT&H Specification for Road and Bridge Work (latest Revision) |
| 32 | Supplying and fixing of 80mm thick cement concrete interlocking poaver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect confirming to IRC SP 63:2018 including cost conveyance, royalty all materials labour, T&P etc complete as per direction of all Engineer-in-Charge |
| 33 | Collecting, conveying, supplying, stacking & spreading good lateriate moorum in layers not exceeding 22.5 thick watering & compacting to the required density including cost, conveyance, royalty & taxes of all materials & labour T&P etc. complete |
