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| 1 | Earth 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 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 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 | Dismantling and removing of old grading plaster in cement mortar from roof slab including cleaning the surface, lowering,stacking the useful materials for reuse and removing the debris within 50 m. lead including all labour, labour cess, T&P etc. complete as directed by the Engineer-in-charge- In Ground floor |
| 5 | Dismantling and removing of old grading plaster in cement mortar from roof slab including cleaning the surface, lowering,stacking the useful materials for reuse and removing the debris within 50 m. lead including all labour, labour cess, T&P etc. complete as directed by the Engineer-in-charge- In First floor |
| 6 | Dismantling and removing 2.5 cm (1\") thick artificial stone flooring including stacking the useful materials for reuse and removing the debris within 50 m including all labour, labour cess, T&P etc. complete as directed by the Engineer-in-charge |
| 7 | Dismantling brick or stone masonary in lime or cement mortar above 3m height including stacking the useful materials for reuse and removing the debris with 50 m. lead including all labour, labour cess, T&P etc. complete as directed by the Engineer-in-charge |
| 8 | 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. |
| 9 | 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 - In Ground floor |
| 10 | 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.- In First Floor |
| 11 | 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 royalties etc. complete in all respect as per direction of the Engineer-in-charge.- In Ground floor |
| 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.- In Ground floor |
| 13 | 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.-In First floor |
| 14 | R.C.C. work in Plinth Beam / 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 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 | 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.)- In Ground floor |
| 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.)- In First floor |
| 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 | 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. |
| 19 | Providing, fitting, fixing of Aluminium Door with anodized Aluminium door section of 9202 as vertical member, 9201 as top member, 9200 as bottom and middle member and 6mm thick black glass in top portion with 12mm thick pre-laminated board in bottom portion fixed on door frame fitted with rubber bidding,with frame section no. 9221 and tappered clip No.4660 and the frame to be completed by means of jointing angle No.1855,with locking arrangement with 6 lever mortise lock, door stoper, handle etc. complete including cost of all material, labour, labour cess, T&P, hire charges of of drilling machine, labour charges etc. complete but excluding cost of 6mm thick black glass and 12mm thick pre-laminated board as per direction of Engineer-in-charge (Weight will be taken for Al. sections only without fittings). |
| 20 | Supplying of 6mm thick Black Glass including cutting to required sizes for fixing in Al. Door, labour cess and as per direction of the Engineer-in-Charge |
| 21 | Supplying of 12mm. Thick Pre-laminated particle Board (standard type) (I.S.I.) including cutting to required sizes for fixing in Al. Door, labour cess and as per direction of the Engineer-in-Charge |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. |
| 25 | Colour washing two coats over a coat of white washing with good shell lime and approved colouring materials with good shell limeincluding all labour charges, labour cess, cost and conveyance of all materials, royalties and cost of indige, glue with T&P etc complete in all respect as per direction of the Engineer-in-charge |
| 26 | Wall painting one coat to wall surface with any approved Plastic Emulsion paint of approved shade 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 |
| 27 | Wall Painting one coat with any approved weather coat paint of approved shade on old 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.- In Ground floor |
| 28 | Wall Painting one coats with any approved weather coat paint of approved shade on old 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.-In First floor |
| 29 | 4.0cm thick grading concrete (1:2:4) on roof slab with 12 mm size hard crusher broken granite chips including all cost, conveyance, labour cess and royalties of materials with labour and T&P required for the work etc. complete as per direction of Engineer-in-charge.- In Ground floor |
| 30 | 4.0cm thick grading concrete (1:2:4) on roof slab with 12 mm size hard crusher broken granite chips including all cost, conveyance, labour cess and royalties of materials with labour and T&P required for the work etc. complete as per direction of Engineer-in-charge.-In First floor |
| 31 | Providing and laying water proof with polymeric bitumenous membrane (Plastic felt) of 1.50 kg / Sqm and 1.5mm thickness consisting of layers having center core of 20microns thermoplastic high molecolar high density polyethylene H.M.H.D.P.E film of grade 2504 including priming the surface with bitumenous primer @ 0.3 kg per sqm. providing a coat of hot blown bitumen of 1.32 kg per Sqm, applying and laying plastic felt membranc with 10 cm overlap adhered to blown bitumen of 85/25 or 90/15 grade and covered with a layer of hot blown bitumen @ 1.2kg/Sqm etc. complete including cost, conveyance of all materials, all labour etc. complete as per direction of the Engineer-in-charge. |
| 32 | P.C.C. work 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 as per direction of the Engineer-in-charge. |
| 33 | 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. |
