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| 1 | GROUND FLOOREarth work in excavation in foundation in hard or gravelly soil within 50 mtr. initial lead and 1.5 mtr. initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 mtr. depth including cost of all labour, labour cess and T&P for the work etc. complete and as directed by the Engineer-in-Charge. |
| 2 | Back filling in foundation & plinth with excavated earth including watering and ramming within 50 mtr. initial lead and 1.5 mtr. initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.3 mtr. depth including cost of all labour, labour cess and T&P for the work etc. complete and as directed by the Engineer-in-Charge. |
| 3 | Supplying, filling in foundation and plinth with sand in 22.5 cm (9\") thick layers including watering and ramming with cost, conveyance, royalties, labour and labour cess with T&P required for the work etc complete as per the direction of the Engineer-in-charge. |
| 4 | Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm (1.5\") size clean hard hand broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm (6\") thick to required level ramming, watering, curing etc. complete including cost and conveyance of all materials with royalties, labour, labour cess and T&P required for the work etc. complete including dewatering if required. |
| 5 | Cement concrete (1:2:4) using 12 mm size hard crusher broken granite chips of approved quality from approved quarry including all cost, labour, labour cess, T&P, royalties, conveyances etc. complete as per direction of the Engineer-in-charge. |
| 6 | 12 mm (1/2\") thicks cement plaster (1:4) finished smooth to brick works with neat cement punning watering and curing and two coats of bitumen painting over top of walls and below the bearing of roof slab including cost, conveyance, royalties of all materils,labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge. |
| 7 | R.C.C. work in Column base / footing of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 8 | R.C.C. work in Column super structure of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 9 | R.C.C. work in plinth bend of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 10 | R.C.C. work in Lintel of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 11 | R.C.C. work in Chajja of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 12 | R.C.C. work in Roof beam of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 13 | R.C.C. work in Staircase of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 14 | R.C.C. work in Roof slab of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 15 | Straightening bent up or coiled rods (HYSD) cutting, bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works and for providing cost, conveyance of M.S. rod or Tor steel and binding wires of 18 to 20 gauge and labour, labour cess with T & P required for the work etc complete in all floors (Weight of binding wires and lapping & wastage of rod will not be considered for payment and payment will be made on weight of actual length of M.S. rods or Tor steel only.) |
| 16 | 2.5 cm thick grading concrete (1:2:2:) on roof slabwith 6 mm size hard crusher broken granite chips including all cost, conveyance and royalties of materials with labour, labour cess and T&P required for the work etc. complete as per direction of Engineer-in-charge. |
| 17 | Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in Foundation and plinth using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect. |
| 18 | Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in superstructure using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect. |
| 19 | Fly ash brick masonry in cement mortar (1:4) after immersing bricks for six hours in water before use in superstructure using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect. |
| 20 | Supplying Fitting and fiixing in position well dressed and wellseasonedsal wood work framed and fixed ( wrought and put up ) in choukaths for doors windows and ventilators including cost of ironof works and coal taring 2 coats wall side faces of Choukaths including cost of coaltar, cutting grooves and mending sizes where necessary wih cost and conveyance royalties and taxes of all materials, labour and labour cess with T&P required for the work etc. complete as per direction of the Engineer-in-charge. |
| 21 | Supplying of M.S Panneled Door double leaved with M.S. frames (35x35x6 mm M.S. Angle), top and bottom rail (25x25x3 mm M.S. Angle), door pannel with 1.00 C.R. sheet, pannel stiffner covering width of each leaf 19 x 5 mm, M.S.flat 3 Nos. on each leaf, hinges 6 nos of size 100 mm (3 nos. on each side) bought out as per ISS. Hold fast 3 nos on each side of 35 x 35 x 6 mm M.S. Angle 175 mm length bifurcated at the tip, with 4 nos fabricated Handle (19x5 mm M.S. Flat), 2 nos Aldrop bought out as per ISS & 2 nos Tower bolts as per approved design & direction of Engineer-in-charge, including cost, conveyance, labour cess and labour charges of all materials etc. complete. |
| 22 | Supplying,fitting,fixing up window (sliding type) made up aluminium section 9778 as windows frame, section No.4095, 4096 and 9777, 3994 as shutter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of all materials, labour, labour cess, T&P etc. complete but excluding cost of 5 mm th. black glass as per direction of the Engineer-in-charge (weight will be taken for Al. sections only without fittings). |
| 23 | Supplying of 5mm thick Black Glass including cutting to required sizes for fixing in Al. window including labour cess as per direction of the Engineer-in-Charge. |
| 24 | Supplying and fitting-fixing of Un-plasticised Poly Vinyl Chloride (UPVC) (FENESTA/ NCL VEKA LTD.) Ventilator/ Top Hung – 60- Series duly manufactured using UPVC reinforced profiles of 60 mm x 55 mmx2.5 mm for outer frames, 75 mm x 60 mm x 2.25 mm for casement Window Sash Profile capable of mounting single glazing system, structurally reinforced with hot dip galvanised up to 50 microns of minimum thickness of 1.5 mm prefabricated & welded through fusion welding the window sash. Shall be fitted with 6 mm 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, accessories, labour charges, materials and product conforming to ASTM D 638-14 EN-477-95 and other applicable codes and standards. |
| 25 | Supplying of M.S. Window grill / M.S. Fixed Grill / M.S. grill gate made out of M.S. angle, M.S. flat & M.S. square etc including cutting, welding, all labour, labour cess and T&P etc complete as per direction of Engineer-in-charge |
| 26 | Labour charges for fitting and fixing of M.S. Door, Window, Fixed Grill & Gate, Rolling shutter etc. in proper position including making holes in walls, RCC structures and wood work etc. and making good to the damages to walls or RCC structure including mending or cutting to sizes or grooves in walls and fixing with RCC (1:2:4) with HB granite chips of 12mm size with cost and conveyance of all materials, royalties, labour, labour cess and T&P required for the work etc. complete as per direction of the Engineer-in-charge. |
| 27 | Supplying, fitting and fixing of Vitrified tile in floors of size 600mm x 600mm of plain (Ivory) in approved make conforming to IS 13756 laid on 20mm thick cement mortar (1:4) (1cement:4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour, labour cess and T&P etc. required for the work all complete as per direction of the Engineer-in-charge. |
| 28 | Providing & fixing of Granite Tiles above 0.40 sqm. of 20 mm thick in floors, treads or steps and landing on 25 mm thick bed of cement mortar (1:1) jointed with neat cement slurry mixed with colouring pigments to match the sheds of the tiles including cost of Granite tiles, all materials, labour, labour cess, royality, conveyance, T&P etc. complete as directed by the Engineer-in-charge. |
| 29 | Supplying, fitting and fixing of Vitrified tile in dadoes of size 600mm x 600mm of plain (Ivory) in approved make conforming to IS 13756 laid on 20mm thick cement mortar (1:4) (1cement:4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour, labour cess and T&P etc. required for the work all complete as per direction of the Engineer-in-charge. |
| 30 | Providing & fixing of Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm conforming to IS 13753 of size 30cm x 20cm / 20cm x 20cm special plain / printed series in dados, skirting and risers of steps on 12 mm thick cement mortar (1:3) jointed with neat cement slurry mixed with colouring pigments to match the sheds of the tiles including cost of ceramic wall tiles, all materials, labour, labour cess, royality, conveyance, T&P etc. complete as directed by the Engineer-in-charge. |
| 31 | 16 mm thick cement plaster of proportion (1:6) finished smooth to inside brick work after racking out joints including watering and curing, cost, conveyance, royalities of all materials with all labour, labour cess and T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge. |
| 32 | 12 mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge. |
| 33 | 6 mm thick cement plaster (1:4) to RCC surfaces finished smooth including close deep chipping and slurry treatment including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge. |
| 34 | Supplying, fitting, and fixing of Stainless steel of 304 grade in hand railing using 50 mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3 rows in staircase as per approved design and specification, buffing, polishing etc. with cost, conveyance of all materials, labour, labour cess T&P etc. required for the complete in all respect as per direction of the Engineer-in-charge. |
| 35 | Painting two coats with any approved paint over a coat of priming to new iron work including cost of the primer and paint sand papering polishing the surface with cost conveyance of all materials, labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge. |
| 36 | Painting two coats with any approved paint over a coat of priming to new wood work including cost of the primer and paint sand papering polishing the surface with cost conveyance of all materials, labour and labour cess with T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge. |
| 37 | Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scafolding staging charges with cost of all materials, labour, labour cess, T&P etc. complete as per direction of Engineer-in-Charge. |
| 38 | Priming wall surface with water based cement primer with approved water base cement primer on new work to receive painting after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 39 | Wall painting two coats to wall surface with any approved Plastic Emulsion paint of approved shade on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 40 | Wall Painting two coats with any approved weather coat paint of approved shade on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 41 | Providing and laying 80 mm thick factory made chamfered edge Cement Concrete interlocking Paver Block of required strength, thickness & size / shape, made by table vibratory method, to attain superior smooth finish using PU or equivalent moulds, laid in required colour & pettern over 50mm thick compacted bed of coarse sand, compacting and proper embeding /laying of inter locking paver block into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath parks, lawns, drive ways or light traffic parking etc. all complete as per manufactures specification with cost, conveyance, royalties, labour and labour cess with T&P required for the work etc complete as per the direction of the Engineer-in-charge. |
| 42 | Providing, fitting, fixing of Tar Paper including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 43 | FIRST FLOOR / HEAD ROOMR.C.C. work in Column super structure of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 44 | R.C.C. work in Roof beam roof beam of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 45 | R.C.C. work in Roof slab of grade M20 having a minimum compressive strength work test of 200 Kg./cm. in 15 cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using 20 mm size downgraded (20 mm not to exceed 25%) hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete watering and curing for 4 weeks centering, shuttering and finishing the exposed surfaces smooth with cost, conveyance, royalties of all materials, labour and labour cess with T&P required for the work etc. complete in all respect but excluding the cost and conveyance ofM.S rods or Tor steel and bindingwire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc of the M.S. Rods or Tor Steel andbinding wire tying the grills and placingin proper position. |
| 46 | Cement concrete (1:2:4) using 12 mm size hard crusher broken granite chips of approved quality from approved quarry including all cost, labour, labour cess, T&P, royalties, conveyances etc. complete as per direction of the Engineer-in-charge. |
| 47 | Straightening bent up or coiled rods (HYSD) cutting, bending, cranking, hooking, welding or jointing (if required) the M.S. Rods or Tor steel and binding wires and binding, tying the grills, hoisting, lowering and placing in proper position as required for RCC works and for providing cost, conveyance of M.S. rod or Tor steel and binding wires of 18 to 20 gauge and labour, labour cess with T & P required for the work etc complete in all floors (Weight of binding wires and lapping & wastage of rod will not be considered for payment and payment will be made on weight of actual length of M.S. rods or Tor steel only.) |
| 48 | 2.5 cm thick grading concrete (1:2:2:) on roof slabwith 6 mm size hard crusher broken granite chips including all cost, conveyance and royalties of materials with labour, labour cess and T&P required for the work etc. complete as per direction of Engineer-in-charge. |
| 49 | Fly ash brick masonry in cement mortar (1:6) after immersing bricks for six hours in water before use in superstructure using fly ash bricks of 9\" size having a crushing strength of not less than 75 Kg. per sq. cm including splays, cutting, circular mouldings, chamfering, corbelling and similar such type of works with all necessary projections, watering and curing etc. complete including cost and conveyance of all materials, labour and labour cesswith T&P required for the work with all royalties etc. complete in all respect. |
| 50 | 16 mm thick cement plaster of proportion (1:6) finished smooth to inside brick work after racking out joints including watering and curing, cost, conveyance, royalities of all materials with all labour, labour cess and T&P required for the work etc complete in all respect as per direction of the Engineer-in-charge. |
| 51 | 12 mm thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge. |
| 52 | 6 mm thick cement plaster (1:4) to RCC surfaces finished smooth including close deep chipping and slurry treatment including watering and curing with cost and conveyance of all materials and labour, labour cess with T&P required for the work with all royalties etc. complete in all respect as per direction of the Engineer-in-charge. |
| 53 | Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scafolding staging charges with cost of all materials, labour, labour cess, T&P etc. complete as per direction of Engineer-in-Charge. |
| 54 | Priming wall surface with water based cement primer with approved water base cement primer on new work to receive painting after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 55 | Wall painting two coats to wall surface with any approved Plastic Emulsion paint of approved shade on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
| 56 | Wall Painting two coats with any approved weather coat paint of approved shade on new work to give an even shade after cleaning surface including cost of all materials, labour, labour cess, T&P required for the work etc complete as per direction of the Engineer-In-Charge. |
