CSR Funds

Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational , incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractor's profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B (APSS 308)

Plain Cement Concrete of (1:4:8:) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG M/c (SS5) metal with concrete mixture including cost and conveyance of all materials like cement, sand(unscreened), coarse aggregate

Random Rubble Stone masonry in CM (1:8) prop: (cement : sand) using hard Granite stones from approved quarry including cost and conveyance of all materials like cement, sand water, granite stones, etc., from approved quarry to site and including labour for cutting stones to required size and shape, mixing of cement, mortar, construction, scaffolding charges, curing etc., complete for finished item of work in foundation & basement. (APSS No. 615 & 601)

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Brick Masonry in superstructure with CM (1:8) prop: using 2nd Class clay bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). Ground Floor

Brick Masonry in superstructure with CM (1:8) prop: using 2nd Class clay bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). First floor

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906). Ground Floor

Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906). First Floor

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2.5:5) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)

Supply and Fixing MS Grill including Labour Charges for fixing complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Footings

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Pedestals

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Columns

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Plinth beam

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Roof beam

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Roof slab 125mm

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Sun shades

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Lintels

Supplying and fixing of stainless steel (grade 304) as per approved drawing including cost and conveyance of all materials, electrodes, welding charges, cost of all consumables, labour charges , overheads & contractors profit etc., complete for finished item of work.

Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630(Parts 1to15) of any colour and finish in all shades and Designs set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Supply of soluble salt porcelain vitrified tiles with double layer pigment of Size 600 x 600 mm between 8-10 mm 1st quality conforming to IS:13711, IS:13712,IS:13630 (Parts 1 to 15) of any colour and finish in all shades and Designs set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at 3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Skirting of soluble salt porcelain vitrified tiles with double layer pigment of Size 600 x 600 mm and thickness between 8-10 mm 1st quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707)

Dadooing to walls with glazed red or white full body ceramic wall tiles of size300 x 450 mm / 320 mm x 400 mm and thickness 6 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and Designs and set over a base coat of CM (1:3), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707

Painting to New walls with two coats of acrylic interior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/ liter.of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work (APSS No. 911) in All Floors

Providing and fixing 28 -30 MM thick solid Wood Polymer Composite(WPC) single extruded door shutter with 3MM top and bottom rigid layer with an overall density of 750kg/Cum. It will be fixed to the frame using 3 inch /4 inch hinges. A minimum of 4 hinges will be required for fixing the door with the frame.

Providing and fixing factory made Solid Wood Polymer Composite (WPC) single extruded Door Frame section of size with encapsulation of 8MM rigid layer on all the six surfaces. The door frame will have a rebat of 32MM. Door Frame section of 45x75 MM . The two Vertical members are to be joined together with the horizontal member using 8x50 MM long MS Star full thread screws to be used with reverse forward speed control hand drilling machine. The ready/assembled door frame is fixed to the wall using hold fast or bolt fasteners. A minimum of 4 No.s of screws to be provided for each vertical member & minimum 2no.s for horizontal member.

Pre Engineered Building (PEB): Primary members formed from Supply & Fabrication Installation of Primary (Built-up) sections fabricated from hot rolled steel plates conforning (or Equivalent) with minimum yield strength of 345 MPa Flanges are welded to the web by a continuos single side fillet weld deposited by an automatic submerged arc welding prooces. The Built up frame sall be Sweep blasted. including Labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc and including Labour charges for fixing heavy iron grills, Trusses, Stanchions, Heavy Beams and Girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position

Pre Engineered Building (PEB): Secondary members which includes Purlins, Girts, Edge Angle, etc. Members formed from Galvanized Coils of 275 GSM and will conform to the physical specifications of ASTM A572/ A572M (Grade 50) or equivalent and shall have a minimum yield strength of 345 MPA including Labour charges for fixing heavy iron grills, Trusses, Stanchions, Heavy Beams and Girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Medium teak wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood block board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 250mm long 1 Nos, Aluminium Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 125 mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos 300mm long including cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter Fixing in position , with Hardware fixtures etc., complete for finsihed item of work.

Ornamental Plastering with CM(1:3) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi- chamberedframe with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVCprofile), appropriate dimension of uPVC extruded glazing beads anduPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mmsize for fixing frame to finished wall and necessary stainless steel screwsetc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge inclusive of cost of Single / double glass panes, wire mesh and silicon sealent . Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be acceptedbut no extra payment on this account shall be made.

Supply and fixing of Roofing will be provided with 0.5mm thick galvanised/pre-painted Gl profile sheets fixed to the purlins with 14 size self drilling screws with neoprene washers, side laps are stiched with self tapping/ drilling screws. End laps are to be sealed with 25x3mm Butyle tape. The sheets are provided with anti capillary grove.

Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational , incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractor's profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B (APSS 308)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Vibrated plain cement concrete Grade M 20 (MORTH 12.8 B) mesign mix using 20 mm graded metal including cost and conveyance of all materials land labour charges for centering, concrete mixer, laying, vibrating and curing etc. complete including all other incidental charges, T&P etc. for finished item of work as per standerd specifications and as directed by the depermental engineers in charge.

Brick Masonry in superstructure with CM (1:8) prop: using 2nd Class clay bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Providing High Yield Strength Deformed (HYSD) steel bars (Fe500 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved Designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126).

Vibrated Reinforced Cement Concrete M25 Nominal Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)

Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational , incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractor's profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B (APSS 308)

Plain Cement Concrete of (1:4:8:) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG M/c (SS5) metal with concrete mixture including cost and conveyance of all materials like cement, sand(unscreened), coarse aggregate

Random Rubble Stone masonry in CM (1:8) prop: (cement : sand) using hard Granite stones from approved quarry including cost and conveyance of all materials like cement, sand water, granite stones, etc., from approved quarry to site and including labour for cutting stones to required size and shape, mixing of cement, mortar, construction, scaffolding charges, curing etc., complete for finished item of work in foundation & basement. (APSS No. 615 & 601)

Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Brick Masonry in superstructure with CM (1:8) prop: using 2nd Class clay bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). Ground Floor

Brick Masonry in superstructure with CM (1:8) prop: using 2nd Class clay bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504). First floor

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906). Ground Floor

Plastering with CM(1:4) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906). First Floor

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2.5:5) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)

Supply and Fixing MS Grill including Labour Charges for fixing complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Footings

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Pedestals

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Columns

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Plinth beam

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Roof beam

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Roof slab 125mm

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Sun shades

Vibrated Reinforced Cement Concrete M25 Design Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and including centering etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403. Lintels

Supplying and fixing of stainless steel (grade 304) as per approved drawing including cost and conveyance of all materials, electrodes, welding charges, cost of all consumables, labour charges , overheads & contractors profit etc., complete for finished item of work.

Flooring with Non-skid red or white full body Ceramic floor tiles of size 300 x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630(Parts 1to15) of any colour and finish in all shades and Designs set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)

Supply of soluble salt porcelain vitrified tiles with double layer pigment of Size 600 x 600 mm between 8-10 mm 1st quality conforming to IS:13711, IS:13712,IS:13630 (Parts 1 to 15) of any colour and finish in all shades and Designs set over a base coat of CM (1:8), 12mm thick (joints of stone must be flushed) over C.C. bed already laid or R.C.C. roof slab only after it is properly cured, cleaned, moistered and where necessary treated with neat grey cement slurry of honey like consistency spred at 3.3 kgs of cement for 1 sqm. and jointed with neat cement paste to full depth, including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Skirting of soluble salt porcelain vitrified tiles with double layer pigment of Size 600 x 600 mm and thickness between 8-10 mm 1st quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707)

Dadooing to walls with glazed red or white full body ceramic wall tiles of size300 x 450 mm / 320 mm x 400 mm and thickness 6 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and Designs and set over a base coat of CM (1:3), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707

Painting to New walls with two coats of acrylic interior emulsion paint having VOC (Volatile Organic Compound) content less than 50 grams/ liter.of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work (APSS No. 911) in All Floors

Providing and fixing 28 -30 MM thick solid Wood Polymer Composite(WPC) single extruded door shutter with 3MM top and bottom rigid layer with an overall density of 750kg/Cum. It will be fixed to the frame using 3 inch /4 inch hinges. A minimum of 4 hinges will be required for fixing the door with the frame.

Providing and fixing factory made Solid Wood Polymer Composite (WPC) single extruded Door Frame section of size with encapsulation of 8MM rigid layer on all the six surfaces. The door frame will have a rebat of 32MM. Door Frame section of 45x75 MM . The two Vertical members are to be joined together with the horizontal member using 8x50 MM long MS Star full thread screws to be used with reverse forward speed control hand drilling machine. The ready/assembled door frame is fixed to the wall using hold fast or bolt fasteners. A minimum of 4 No.s of screws to be provided for each vertical member & minimum 2no.s for horizontal member.

Pre Engineered Building (PEB): Primary members formed from Supply & Fabrication Installation of Primary (Built-up) sections fabricated from hot rolled steel plates conforning (or Equivalent) with minimum yield strength of 345 MPa Flanges are welded to the web by a continuos single side fillet weld deposited by an automatic submerged arc welding prooces. The Built up frame sall be Sweep blasted. including Labour charges for fabricating all heavy steel works like Trusses, Stanchions, Heavy Beams and Girders including cost of welding rods, power charges, etc and including Labour charges for fixing heavy iron grills, Trusses, Stanchions, Heavy Beams and Girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position

Pre Engineered Building (PEB): Secondary members which includes Purlins, Girts, Edge Angle, etc. Members formed from Galvanized Coils of 275 GSM and will conform to the physical specifications of ASTM A572/ A572M (Grade 50) or equivalent and shall have a minimum yield strength of 345 MPA including Labour charges for fixing heavy iron grills, Trusses, Stanchions, Heavy Beams and Girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position

Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Medium teak wood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood block board type with commercial ply on both faces of 35mm thick including cost of fixtures such as Aluminium Tower Bolts 250mm long 1 Nos, Aluminium Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 125 mm long M.S.Powder Coated butt hinges 6Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 6Nos 300mm long including cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter Fixing in position , with Hardware fixtures etc., complete for finsihed item of work.

Ornamental Plastering with CM(1:3) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi- chamberedframe with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from rollforming process of required length (shape & size according to uPVCprofile), appropriate dimension of uPVC extruded glazing beads anduPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylonrollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mmsize for fixing frame to finished wall and necessary stainless steel screwsetc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealent over backer rod ofrequired size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge inclusive of cost of Single / double glass panes, wire mesh and silicon sealent . Note: For uPVC frame and sash extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.Variation in profile dimension in higher side shall be acceptedbut no extra payment on this account shall be made.

Supply and fixing of Roofing will be provided with 0.5mm thick galvanised/pre-painted Gl profile sheets fixed to the purlins with 14 size self drilling screws with neoprene washers, side laps are stiched with self tapping/ drilling screws. End laps are to be sealed with 25x3mm Butyle tape. The sheets are provided with anti capillary grove.

Earth work excavation for foundations (Mechanical Means) for buildings in ordinary soils and depositing on bank for all lifts and with an initial lead of 10m and up to 3m depth including all operational , incidental, labour charges such as shoring, sheeting, planking, strutting etc., and overheads & contractor's profit complete for finished item of work excluding dewatering charges etc., as per SS 20 B (APSS 308)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Vibrated plain cement concrete Grade M 20 (MORTH 12.8 B) mesign mix using 20 mm graded metal including cost and conveyance of all materials land labour charges for centering, concrete mixer, laying, vibrating and curing etc. complete including all other incidental charges, T&P etc. for finished item of work as per standerd specifications and as directed by the depermental engineers in charge.

Brick Masonry in superstructure with CM (1:8) prop: using 2nd Class clay bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Providing High Yield Strength Deformed (HYSD) steel bars (Fe500 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved Designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126).

Vibrated Reinforced Cement Concrete M25 Nominal Mix as per Table 9 of IS 456 using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site etc., as per the approved shuttering plan, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)

(No.of items 41) only