|
| 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 | 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. |
| 3 | Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm (1.5\") size clean hard crusher 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 all royalties, labour, labour cess with T&P required for the work etc. complete including dewatering if required as per direction of the Engineer-in-charge. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | Transporting of excavated earth by mechanical means within 5.00 km. 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 |
| 8 | R.C.C. work in Column base and 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 down graded (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 column in 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 down graded (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 plinth 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 down graded (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 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 down graded (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 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 down graded (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 stair case 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 down graded (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 beam / portico grid 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 down graded (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 | 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 down graded (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. |
| 16 | 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.) |
| 17 | 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 |
| 18 | Supplying and fitting fixing of Un-plasticised Poly vinyl chloride (UPVC) (FENESTA / NCL VEKA LTD) Casement Door – 60 series duly manufactured using UPVC reinforced profiles of 60 mm X 55mm X 2.5mm for outer frames. 102mm X 60mm X 2.25mm for casement Door Sash Profile and 74mm X 60mm X 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 2.0 mm prefabricated and welded through fusion welding the door, sash shall be fitted with 12mm thick WPC Board of Greenply 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 instalised 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. |
| 19 | Supplying and fitting fixing of Un-plasticised Poly vinyl chloride (UPVC) (FENESTA / NCL VEKA LTD) Three Track – Three Panel sliding window – 60 series duly manufactured using UPVC reinforced profiles of 108 mm X 45mm X 2.5mm for outer frames and window sash of 39mm X 58mm X 2.5mm capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.5 mm prefabricated and welded through fusion welding the window, frame shall be fitted with 6 mm thick clear toughened glass of SAINT – GOBAIN make duly fixed with EPDM weathering seal resistant and the system is to be installed using Reinforced Large Coupler 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 |
| 20 | 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 55mm X 2.5mm for outer frames. 75mm X 60mm X 2.25mm for casement window Sash Profile and 74mm X 60mm X 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.5 mm prefabricated and welded through fusion welding the window, sash shall be fitted with 6mm thick 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. |
| 21 | 12 mm (1/2\") thick cement plaster (1:4)finished smooth to brick works with neat cementpunning for skirting and dados after raking out the jointsincluding watering and curing with cost and conveyance, royalties of all materials, labour & labourcess with T&P required for the works etc. complete in all respect as per direction of Engineer-in-charge. |
| 22 | 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. |
| 23 | 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 |
| 24 | 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 |
| 25 | Supplying, fitting and fixing of Industrial Vitrified tile of premium grade having thickness 8mm to 10mm of size 300mm x 300mm of plain (Ivory) in approved make conforming to IS 4457 laid on 20mm thick cement mortar (1:4) (1 cement : 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 completeas per direction of the Engineer-in-charge |
| 26 | Providing and fixing Granite tiles of size upto 0.40 sqm. (10mm thick) in dados, skirtings and risers of steps on 12 mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigment to match the shades of the tiles complete including cost of tiles as directed by 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 | 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. |
| 29 | 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 |
| 30 | 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. |
| 31 | 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. |
| 32 | Wall painting two coats to wall surface with any approved Plastic Emulsion paint over a coat of cement primer 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. |
| 33 | Wall Painting two coats with any approved weather coat paint of approved shade over a coat water bound wall cement primer 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 |
| 34 | 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 |
| 35 | Providing & fixing of chequed tiles of premium gradein floors, treads or steps and landing on 25 mm thick bed of cement mortar (1:1) jointed with neat cement slurrymixed with colouring pigments to match the sheds of the tiles including cost of ceramic floor tiles, all materials, labour, labour cess, royality, conveyance, T&P etc. complete as directed by the Engineer-in-charge. |
| 36 | HEAD ROOMR.C.C. work in column in 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. |
| 37 | R.C.C. work in lintel band 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. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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.) |
| 42 | 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. |
| 43 | 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 |
| 44 | Supplying and fitting fixing of Un-plasticised Poly vinyl chloride (UPVC) (FENESTA / NCL VEKA LTD) Casement Door – 60 series duly manufactured using UPVC reinforced profiles of 60 mm X 55mm X 2.5mm for outer frames. 102mm X 60mm X 2.25mm for casement Door Sash Profile and 74mm X 60mm X 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 2.0 mm prefabricated and welded through fusion welding the door, sash shall be fitted with 12mm thick WPC Board of Greenply 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 instalised 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. |
| 45 | 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 55mm X 2.5mm for outer frames. 75mm X 60mm X 2.25mm for casement window Sash Profile and 74mm X 60mm X 2.5mm mullion profile capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.5 mm prefabricated and welded through fusion welding the window, sash shall be fitted with 6mm thick 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. |
| 46 | 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. |
| 47 | 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 |
| 48 | 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. |
| 49 | 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. |
| 50 | Wall painting two coats to wall surface with any approved Plastic Emulsion paint over a coat of cement primer 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. |
| 51 | Wall Painting two coats with any approved weather coat paint of approved shade over a coat water bound wall cement primer 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 |
| 52 | 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 |
