Dismantling and Construction of Indian Red Cross Society building.

Earth work excavation and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. and overheads and contractor profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor

Earth work excavation (Mechanical Means) in ordinary rock (not requiring blasting) 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 & contractors profit complete for finished item of work excluding dewatering charges as per SS 20 B(APSS 308) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor

Earth work excavation in hard rock (blasting prohibited) 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 & contractors profit complete for finished item of work excluding dewatering charges as per SS 20 B(APSS 308) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor

Filling with useful available excavated earth (excluding rock) by manual means in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cms thick consolidating each deposit layer with watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P and cost of overheads & contractors profit etc., complete for finished item of work for (APSS NO.309&310) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor

Filling with carted gravel by manual means in trenches,sides of foundations and basement with initial lead in layers not exceeding 15cm thick,watering and ramming including cost and conveyance of water to work site and all peraitonal,incidental, labour charges,hire charges of T&P etc., (APSS NO.309&310) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor

Carting and disposal of unserviceable material from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges, overheads and contractors profit and also loading& unloding and conveyance etc. Complete for finished item of work and as directed by Engineer in charge. For Construction of Hospital Ground floor

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., (APSS No. 402) MACHINE MIXING including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor

Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using hard Granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand (with 50% river sand & 50% manufactured sand), water, stones etc., to site, labour for cutting stones to required size and shape, mixing of cement mortar, construction, curing including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. in foundation and basement. (APSS No. 601 & 615) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor

CR stone masonry in 2nd sort in CM (1:6) prop: (cement : sand) using hard granite stones from approved quarry including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured 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., in foundation & basement. (APSS No. 615 & 601)including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor

Raised Pointing to RR/ CRS Masonry in CM (1:3) (with 50% river sand & 50% manufactured sand) including cost and conveyance of all materials in site, curing, labour charges etc,including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital Ground floor FOR FOOTINGS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402)For Construction of Hospital Ground floor FOR PEDESTALS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital Ground floor FOR PLINTH BEAMS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital Ground floor FOR COLUMNS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital Ground floor FOR LINTELS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital Ground floorFOR ROOF BEAMS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital Ground floor FOR ROOF SLAB 125MM THICK.

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate) ( consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., for 60 cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting concrete, laying concrete, curing, but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor for sunshades (APSS No. 402, 403 & 903)

Supplying, fitting and placing thermo Mechanically Treated (TMT) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category-B Steel Other Steel Manufacturers with minimum installed Production Capacity of 2 Lakh MT Per annum to 10 Lakh MT per annum (GOEL, SHYAM, JAI BALAJI, AFSTAR / MSLIFE TMT, RADHA TMT, SUGNA TMT, SHREE TMT) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying on all materials etc. , including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor ( APSS No.126)

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds, constructing masonry, lift charges, curing as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor

Reinforced Solid Fly-ash Block Masonry for partition walls (100 mm thick) for panel walls in super structure, parapet walls with cement mortar (1:4) prop (Cement:sand) using solid fly-ash blocks of size 290 x 100 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls wherever applicable including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, excluding cost of seigniorage charges on all materials, but including cost of scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds) and all operational, incidental , labour charges like mixing cement mortar, lift charges, curing, but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor (APSS No. 509 & 501)

Ornamental ceiling plastering 12mm thick using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8 mm thick in CM(1:5) and top coat of 4mm thick in CM(1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves as including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor (SS 901,903 & 904)

Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor (SS 901,903 & 904)

Providing and applying Exterior grade texture ready mixed paint with sand texture added sand particles Acrylic copolymers and mineral compounds, bactericides and various additives having VOC (Volatile Organic Compound) content less than 30 grams/ Lit or equivalent of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for external walls - including cost of access scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) for:-External Colouring - Providing / Texture to External walls.For Construction of Hospital Ground floor.

Painting to new walls with 2 coats of acrylic emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Exterior Grade- 2 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 3 Coats. For Construction of Hospital Ground floor.

Providing and applying synthetic plaster putty or equivalent putty of white cement or polymer or cement based such as birla wall care putty or equivalent of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for internal walls - :-Internal Colouring - Providing Putty. For Construction of Hospital Ground floor.

Painting to new walls with 2 coats of acrylic emulsion paint interior grade having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Interior Grade- 1 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.as per SS 912 for Internal walls - Plastic emulsion paint - 2 Coats + 1 coat primer. For Construction of Hospital Ground floor

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) openable doors with openable shutters duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of 60 mm x 55 mm x 2.40 mm for outer frames, 74 mm x 60 mm x 2.40 mm for mullion sections as per the need and 102 mm x 60 mm x 2.40 mm for openable shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the door sash shall be fitted with 6 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gaskets for sash & Glazing bead shall be co-extruded with Grey colour soft PVC System shall be provided with 4 no’s of 3D Hinges for each shutter and multipoint locking with keys with raiser wedges for smooth operation 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter – (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor

Supplying and fixing ornamental MS Grills including fabrication and erection in position using alround frame of 25mm X 6mm MS flat welded with 10mm X 10mm square bar rods placed at 4" and 2" c/c (alternate spacing) fixed in both horizontal and vertical directions including cost and conveyance of all materials to work site, all operational, incidental labour charges, power charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor

Painting to new iron works with 2 coats of Synthetic Enamel paints in all shades using ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. over 1 coat of Red Oxide Primer Paint for iron works of Grade -1 of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site including cost of primer coat and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.1200, 1207 & 1211) in all floors.For Construction of Hospital Ground floor.

Providing, supplying & fixing of Fixed Louvered Ventilator made out of multi chambered uPVC sections with Glazing bead shall be co-extruded with Grey colour soft PVC. having isolated drainage and reinforced with Galvanized Iron profiles throughout the window. The outer frame having an overall size of 60 mm x 55 mm x 2.40 with reinforcement of 1 mm thickness and Mullion with overall size of 74 mm x 60 mm x 2.40 mm with reinforcement of 1 mm thickness. (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin).Ventilator shall be provided with 4.5 mm Pin Head glass, standard hardware. Wall thickness of frame & Mullion shall be 2.4 mm., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Ground floor.

Flooring with Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to IS:15622 - 2017, 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) prop. 12mm thick over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of tiles to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, tiles, white cement etc., to site (excluding cost of C.C. bed), base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor (APSS No.701 & 707)

Skirting with Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs for internal wall to 10 cm height with length equal to flooring stones and matching the flooring joint lines and set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of tiles to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, tiles, white cement etc., to site, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.701 &707) The skirting should flush online with plastering.For Construction of Hospital Ground floor.

Providing specialized high performance acrylic polymer modified elastomeric cementitious waterproof coating to the terrace / walls / internal portion of the bathroom & toilets / internal portion of the water tanks duly cleaning of the surface from dirt, dust and other contaminations, providing and application of Two coats of High performance Acrylic polymer modified Elastomeric cementitious waterproof coating ( 1.8 Sq. Mtr. / Kg /Each Coat ) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Ground floor.

Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one 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 (with 50% river sand & 50% manufactured sand), water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 901 & 903).For Construction of Hospital Ground floor.

Providing 110 mm dia 3 M Single Socket PVC/SWR pipe - 4 Kg/sq.cm of ISI marked including cost of necessary PVC Bends, shoes, PVC clamps and all other accessories and fixing in position including cost and conveyance of all materials to site, operational & incidental charges, all labour charges for fixing at site etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 1328) For Construction of Hospital Ground floor.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital First floor FOR COLUMNS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402)For Construction of Hospital First floor FOR LINTELS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital First floor (APSS No. 402) FOR ROOF BEAMS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital First floor FOR ROOF SLAB 125MM THICK.

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate) ( consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., for 60 cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting concrete, laying concrete, curing, but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital First floorfor sunshades (APSS No. 402, 403 & 903) & 903)

Supplying, fitting and placing thermo Mechanically Treated (TMT) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category-B Steel Other Steel Manufacturers with minimum installed Production Capacity of 2 Lakh MT Per annum to 10 Lakh MT per annum (GOEL, SHYAM, JAI BALAJI, AFSTAR / MSLIFE TMT, RADHA TMT, SUGNA TMT, SHREE TMT) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying on all materials etc. , including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital First floor( APSS No.126)

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds, constructing masonry, lift charges, curing as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital First floor.

Reinforced Solid Fly-ash Block Masonry for partition walls (100 mm thick) for panel walls in super structure, parapet walls with cement mortar (1:4) prop (Cement:sand) using solid fly-ash blocks of size 290 x 100 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls wherever applicable including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, excluding cost of seigniorage charges on all materials, but including cost of scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds) and all operational, incidental , labour charges like mixing cement mortar, lift charges, curing, but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital First floor (APSS No. 509 & 501)

Ornamental ceiling plastering 12mm thick using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8 mm thick in CM(1:5) and top coat of 4mm thick in CM(1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves as including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital First floor (SS 901,903 & 904)

Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital First floor(SS 901,903 & 904)

Providing and applying Exterior grade texture ready mixed paint with sand texture added sand particles Acrylic copolymers and mineral compounds, bactericides and various additives having VOC (Volatile Organic Compound) content less than 30 grams/ Lit or equivalent of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for external walls - including cost of access scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) for:-External Colouring - Providing / Texture to External walls.For Construction of Hospital First floor.

Painting to new walls with 2 coats of acrylic emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Exterior Grade- 2 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 3 Coats.For Construction of Hospital First floor.

Providing and applying synthetic plaster putty or equivalent putty of white cement or polymer or cement based such as birla wall care putty or equivalent of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for internal walls - :-Internal Colouring - Providing Putty. For Construction of Hospital First floor.

Painting to new walls with 2 coats of acrylic emulsion paint interior grade having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Interior Grade- 1 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.as per SS 912 for Internal walls - Plastic emulsion paint - 2 Coats + 1 coat primer.For Construction of Hospital First floor.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) openable doors with openable shutters duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of 60 mm x 55 mm x 2.40 mm for outer frames, 74 mm x 60 mm x 2.40 mm for mullion sections as per the need and 102 mm x 60 mm x 2.40 mm for openable shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the door sash shall be fitted with 6 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gaskets for sash & Glazing bead shall be co-extruded with Grey colour soft PVC System shall be provided with 4 no’s of 3D Hinges for each shutter and multipoint locking with keys with raiser wedges for smooth operation 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital First floor.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter – (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital First floor

Supplying and fixing ornamental MS Grills including fabrication and erection in position using alround frame of 25mm X 6mm MS flat welded with 10mm X 10mm square bar rods placed at 4" and 2" c/c (alternate spacing) fixed in both horizontal and vertical directions including cost and conveyance of all materials to work site, all operational, incidental labour charges, power charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital First floor.

Painting to new iron works with 2 coats of Synthetic Enamel paints in all shades using ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. over 1 coat of Red Oxide Primer Paint for iron works of Grade -1 of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site including cost of primer coat and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.1200, 1207 & 1211) in all floors.For Construction of Hospital First floor

Providing, supplying & fixing of Fixed Louvered Ventilator made out of multi chambered uPVC sections with Glazing bead shall be co-extruded with Grey colour soft PVC. having isolated drainage and reinforced with Galvanized Iron profiles throughout the window. The outer frame having an overall size of 60 mm x 55 mm x 2.40 with reinforcement of 1 mm thickness and Mullion with overall size of 74 mm x 60 mm x 2.40 mm with reinforcement of 1 mm thickness. (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin).Ventilator shall be provided with 4.5 mm Pin Head glass, standard hardware. Wall thickness of frame & Mullion shall be 2.4 mm., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital First floor

Flooring with Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to IS:15622 - 2017, 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) prop. 12mm thick over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of tiles to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, tiles, white cement etc., to site (excluding cost of C.C. bed), base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.701 & 707) For Construction of Hospital First floor

Skirting with Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs for internal wall to 10 cm height with length equal to flooring stones and matching the flooring joint lines and set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of tiles to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, tiles, white cement etc., to site, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.701 &707) The skirting should flush online with plastering.For Construction of Hospital First floor.

Providing specialized high performance acrylic polymer modified elastomeric cementitious waterproof coating to the terrace / walls / internal portion of the bathroom & toilets / internal portion of the water tanks duly cleaning of the surface from dirt, dust and other contaminations, providing and application of Two coats of High performance Acrylic polymer modified Elastomeric cementitious waterproof coating ( 1.8 Sq. Mtr. / Kg /Each Coat ) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital First floor.

Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one 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 (with 50% river sand & 50% manufactured sand), water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 901 & 903). For Construction of Hospital First floor.

Providing 110 mm dia 3 M Single Socket PVC/SWR pipe - 4 Kg/sq.cm of ISI marked including cost of necessary PVC Bends, shoes, PVC clamps and all other accessories and fixing in position including cost and conveyance of all materials to site, operational & incidental charges, all labour charges for fixing at site etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 1328) For Construction of Hospital First floor.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital Second floor FOR COLUMNS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital Second floor FOR LINTELS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital Second floor FOR ROOF BEAMS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital Second floor FOR ROOF SLAB 125MM THICK.

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate) ( consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., for 60 cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting concrete, laying concrete, curing, but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Second floor for sunshades (APSS No. 402, 403 & 903) & 903)

Supplying, fitting and placing thermo Mechanically Treated (TMT) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category-B Steel Other Steel Manufacturers with minimum installed Production Capacity of 2 Lakh MT Per annum to 10 Lakh MT per annum (GOEL, SHYAM, JAI BALAJI, AFSTAR / MSLIFE TMT, RADHA TMT, SUGNA TMT, SHREE TMT) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying on all materials etc. , including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Second floor ( APSS No.126)

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds, constructing masonry, lift charges, curing as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Second floor.

Reinforced Solid Fly-ash Block Masonry for partition walls (100 mm thick) for panel walls in super structure, parapet walls with cement mortar (1:4) prop (Cement:sand) using solid fly-ash blocks of size 290 x 100 x 140 mm for manufacturing of flyash solid blocks from approved source having minimum crushing strength of 5 N/sq.mm. and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls wherever applicable including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, excluding cost of seigniorage charges on all materials, but including cost of scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds) and all operational, incidental , labour charges like mixing cement mortar, lift charges, curing, but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Second floor (APSS No. 509 & 501)

Ornamental ceiling plastering 12mm thick using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8 mm thick in CM(1:5) and top coat of 4mm thick in CM(1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves as including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Second floor (SS 901,903 & 904)

Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Second floor (SS 901,903 & 904)

Providing and applying Exterior grade texture ready mixed paint with sand texture added sand particles Acrylic copolymers and mineral compounds, bactericides and various additives having VOC (Volatile Organic Compound) content less than 30 grams/ Lit or equivalent of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for external walls - including cost of access scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) for:-External Colouring - Providing / Texture to External walls. For Construction of Hospital Second floor.

Painting to new walls with 2 coats of acrylic emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Exterior Grade- 2 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 3 Coats.For Construction of Hospital Second floor.

Providing and applying synthetic plaster putty or equivalent putty of white cement or polymer or cement based such as birla wall care putty or equivalent of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for internal walls - :-Internal Colouring - Providing Putty. For Construction of Hospital Second floor.

Painting to new walls with 2 coats of acrylic emulsion paint interior grade having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Interior Grade- 1 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.as per SS 912 for Internal walls - Plastic emulsion paint - 2 Coats + 1 coat primer.For Construction of Hospital Second floor.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) openable doors with openable shutters duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of 60 mm x 55 mm x 2.40 mm for outer frames, 74 mm x 60 mm x 2.40 mm for mullion sections as per the need and 102 mm x 60 mm x 2.40 mm for openable shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the door sash shall be fitted with 6 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gaskets for sash & Glazing bead shall be co-extruded with Grey colour soft PVC System shall be provided with 4 no’s of 3D Hinges for each shutter and multipoint locking with keys with raiser wedges for smooth operation 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Second floor.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter – (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Second floor.

Supplying and fixing ornamental MS Grills including fabrication and erection in position using alround frame of 25mm X 6mm MS flat welded with 10mm X 10mm square bar rods placed at 4" and 2" c/c (alternate spacing) fixed in both horizontal and vertical directions including cost and conveyance of all materials to work site, all operational, incidental labour charges, power charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Second floor.

Painting to new iron works with 2 coats of Synthetic Enamel paints in all shades using ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. over 1 coat of Red Oxide Primer Paint for iron works of Grade -1 of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site including cost of primer coat and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.1200, 1207 & 1211) in all floors. For Construction of Hospital Second floor.

Providing, supplying & fixing of Fixed Louvered Ventilator made out of multi chambered uPVC sections with Glazing bead shall be co-extruded with Grey colour soft PVC. having isolated drainage and reinforced with Galvanized Iron profiles throughout the window. The outer frame having an overall size of 60 mm x 55 mm x 2.40 with reinforcement of 1 mm thickness and Mullion with overall size of 74 mm x 60 mm x 2.40 mm with reinforcement of 1 mm thickness. (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin).Ventilator shall be provided with 4.5 mm Pin Head glass, standard hardware. Wall thickness of frame & Mullion shall be 2.4 mm., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Second floor.

Flooring with Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to IS:15622 - 2017, 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) prop. 12mm thick over CC bed already laid or RCC roof slab , including neat cement slurry of honey like consistancy spread @ 3.3 kgs per Sqm. and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of tiles to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, tiles, white cement etc., to site (excluding cost of C.C. bed), base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.For Construction of Hospital Second floor.(APSS No.701 & 707)

Skirting with Double charged / multi charged stain free full body porcelain vitrified tiles with double layer pigment of size 600 x 600 mm and thickness between 8-10 mm 1st quality conforming to to IS:15622 - 2017, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs for internal wall to 10 cm height with length equal to flooring stones and matching the flooring joint lines and set over base coat of CM(1:5) 12 mm thick using screened sand with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed neately with white cement paste mixed with pigment of matching shade to match the shade of tiles to full depth including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), water, tiles, white cement etc., to site, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.701 &707) The skirting should flush online with plastering.For Construction of Hospital Second floor.

Providing specialized high performance acrylic polymer modified elastomeric cementitious waterproof coating to the terrace / walls / internal portion of the bathroom & toilets / internal portion of the water tanks duly cleaning of the surface from dirt, dust and other contaminations, providing and application of Two coats of High performance Acrylic polymer modified Elastomeric cementitious waterproof coating ( 1.8 Sq. Mtr. / Kg /Each Coat ) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Second floor.

Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one 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 (with 50% river sand & 50% manufactured sand), water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Second floor(APSS No. 901 & 903).

Providing 110 mm dia 3 M Single Socket PVC/SWR pipe - 4 Kg/sq.cm of ISI marked including cost of necessary PVC Bends, shoes, PVC clamps and all other accessories and fixing in position including cost and conveyance of all materials to site, operational & incidental charges, all labour charges for fixing at site etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital Second floor (APSS No. 1328)

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital terrace floor FOR COLUMNS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital terrace floor FOR LINTELS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (APSS No. 402) For Construction of Hospital terrace floor FOR ROOF BEAMS.

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No. 402) For Construction of Hospital terrace floorFOR ROOF SLAB 125MM THICK.

Supply and placing of the Design Mix Concrete M 25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate) ( consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., for 60 cm wide sun-shades 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting concrete, laying concrete, curing, but excluding cost of steel and its fabrication charges including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor for sunshades (APSS No. 402, 403 & 903)

Supplying, fitting and placing thermo Mechanically Treated (TMT) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category-B Steel Other Steel Manufacturers with minimum installed Production Capacity of 2 Lakh MT Per annum to 10 Lakh MT per annum (GOEL, SHYAM, JAI BALAJI, AFSTAR / MSLIFE TMT, RADHA TMT, SUGNA TMT, SHREE TMT) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying on all materials etc. , including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor ( APSS No.126)

Solid Fly-ash Block masonry 225 mm thick for panel walls in super structure, parapet walls with cement mortar (1:6) prop (Cement:sand) using solid fly-ash blocks of size 290 x 225 x 140 mm from approved source having minimum crushing strength of 5 N/sq.mm. including cost and conveyance of all materials like cement, sand (with 50% river sand & 50% manufactured sand), bricks, water etc., to site, excluding seigniorage on all materials but including all incidental and operational, labour charges like mixing cement mortar, scaffolding charges (with MS Jack Prop Cup lock Pipe Scaffolds, constructing masonry, lift charges, curing as per SS 504. for:-Fly Ash Block Masonry in CM 1:6 (290x225x140) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor.

Ornamental ceiling plastering 12mm thick using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8 mm thick in CM(1:5) and top coat of 4mm thick in CM(1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves as including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(SS 901,903 & 904) For Construction of Hospital terrace floor

Plastering 12mm thick in two coats using screened sand (with 50% river sand and 50% Manufactured sand) with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, all operational, incidental charges on materials, cost of all labour charges for mixing mortar, finishing, scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) , lift charges, curing, cutting grooves including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(SS 901,903 & 904) For Construction of Hospital terrace floor

Providing and applying Exterior grade texture ready mixed paint with sand texture added sand particles Acrylic copolymers and mineral compounds, bactericides and various additives having VOC (Volatile Organic Compound) content less than 30 grams/ Lit or equivalent of average 2 to 3 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying texture paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for external walls - including cost of access scaffolding (with MS Jack Prop Cup lock Pipe Scaffolds) for:-External Colouring - Providing / Texture to External walls. For Construction of Hospital terrace floor.

Painting to new walls with 2 coats of acrylic emulsion paint exterior grade with silicon additives having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Exterior Grade- 2 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per SS 912 for external walls for:-External Colouring - Plastic emulsion paint - 3 Coats. For Construction of Hospital terrace floor.

Providing and applying synthetic plaster putty or equivalent putty of white cement or polymer or cement based such as birla wall care putty or equivalent of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying putty paint filler by putty knife / muslin pad, air dry for 2 - 3 hrs for the surface preparation including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for internal walls - :-Internal Colouring - Providing Putty. For Construction of Hospital terrace floor.

Painting to new walls with 2 coats of acrylic emulsion paint interior grade having VOC (Volatile Organic Compound) content less than 30 grams/ litre of approved brand and shade over a base coat of approved water based Cement Primer of Interior Grade- 1 making 3 coats in all to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.as per SS 912 for Internal walls - Plastic emulsion paint - 2 Coats + 1 coat primer. For Construction of Hospital terrace floor.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) openable doors with openable shutters duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of 60 mm x 55 mm x 2.40 mm for outer frames, 74 mm x 60 mm x 2.40 mm for mullion sections as per the need and 102 mm x 60 mm x 2.40 mm for openable shutter frame capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the door sash shall be fitted with 6 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gaskets for sash & Glazing bead shall be co-extruded with Grey colour soft PVC System shall be provided with 4 no’s of 3D Hinges for each shutter and multipoint locking with keys with raiser wedges for smooth operation 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor.

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding windows with mesh shutter – (2-glass shutters and 1-mesh shutter) duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of (94 mm x 45 mm)/(80 mm x 52 mm) x 2.20 mm for outer frames, (58 mm x 39 mm)/(54 mm x 38 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42 mm x 25 mm)/(52 mm x 21.5 mm) x 2.0 mm fitted with Vinyl Coated Fibre mesh- on rollers/ pulley duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall have single point locking with Touch Lock 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 for transportation, erection at site including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor.

Supplying and fixing ornamental MS Grills including fabrication and erection in position using alround frame of 25mm X 6mm MS flat welded with 10mm X 10mm square bar rods placed at 4" and 2" c/c (alternate spacing) fixed in both horizontal and vertical directions including cost and conveyance of all materials to work site, all operational, incidental labour charges, power charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor.

Painting to new iron works with 2 coats of Synthetic Enamel paints in all shades using ready mixed Synthetic Enamel in all shades Grade - I / Polyurethane full gloss Enamel (IS - 13213) paints having VOC (Volatile Organic Compound) content less than 30 grams/ Lit. over 1 coat of Red Oxide Primer Paint for iron works of Grade -1 of approved brand to give an even shade after thoroughly cleaning and sand papering the surface to remove all dirt and remains , including cost and conveyance of all materials to work site including cost of primer coat and all operational, incidental, labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.1200, 1207 & 1211) in all floors. For Construction of Hospital terrace floor.

Providing specialized high performance acrylic polymer modified elastomeric cementitious waterproof coating to the terrace / walls / internal portion of the bathroom & toilets / internal portion of the water tanks duly cleaning of the surface from dirt, dust and other contaminations, providing and application of Two coats of High performance Acrylic polymer modified Elastomeric cementitious waterproof coating ( 1.8 Sq. Mtr. / Kg /Each Coat ) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor.

Providing impervious coat to exposed RCC roof slab surfaces to required slopes with CM (1:3) prop. using screened sand 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one 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 (with 50% river sand & 50% manufactured sand), water proofing compound, water etc., to site, all operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Hospital terrace floor(APSS No. 901 & 903).

Supplying and laying, jointing and testing SWG SP-1 pipes of ISI make conforming to ISI 651 & 4127 with air tight cement joints in cm (1½:1) prop, including excavation of trenches and socket pits in any soils (except rock requiring blasting) up to 914.4 mm (3'0") depth and refilling, watering and tamping, including cost and conveyance of all materials to site, all operational,incidental , labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. (152.4 mm (6") dia - 3' Depth) For Water Supply & Sanitary Works.

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per Standard specification. 3'-0" Depth For Water Supply & Sanitary Works.

Supplying & fixing of 4" (101.6 mm ) multi floor trap with Jali- UPVC/SWR Pipe fittings, including cost and conveyance of all materials to site, all operational, incidental, labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Water Supply & Sanitary Works.

Supplying and fixing approved make wash down European Water Closet of 1st quality conforming to IS:2556-Part-2- 2004 of white glazed with 'S' trap with CI short Connector & 4" dia CP thimble pipe: 150 mm long, best Indian make plastic seat and lid for European water closets with rubber or plastic Buffers as per IS 2548-1996, PVC low level system with internal components & short bend: 10 Litres capacity Single Flush, 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded conforming to IS 8931 and 15 mm nominal size PVC connection with brass union nut C.P coated all of approved make, including cost and conveyance of all materials to site, all operational,incidental , labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per standard practice.For Water Supply & Sanitary Works.

Supplying & Fixing Indian make WHITE Flat Back Wash Hand Basin of size 550 x 400 mm with Single C.P. Pillar cock 1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963- 1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams, 15 mm brass angle stop valve of quarter turn spindle type of not less than 400 grams weight with internal threaded conforming to IS 8931, 15 mm nominal size PVC connection with brass union nut C.P coated, 30 mm nominal size dia PVC flexible waste pipe of 914.4 mm length of Ist quality and standard CI brackets including wooden block, including cost and conveyance of all materials to site, all operational,incidental , labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. in all respects.For Water Supply & Sanitary Works.

Supply and fixing CP finish brass soap dish of approved make with screws, including cost and conveyance of all materials to site, all operational, incidental, labour charges and including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Water Supply & Sanitary Works.

Supplying and fixing Rectangular Mirror Frameless of size 609.6 mm x 914.4 mm including cost and conveyance of all materials to site, all operational,incidental , labour charges etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Water Supply & Sanitary Works.

S&F of Chromium plated finish brass body quarter turn Bibcock cum Health Faucet with 1m long tube and wall hook with 10 years warranty, including cost and conveyance of all materials to site, all operational,incidental , labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Water Supply & Sanitary Works.

S&F of Chromium plated finish stainless steel body towel rail 24'' with 10 years warranty including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit, etc. complete for finished item of work.For Water Supply & Sanitary Works.

Supplying & Fixing white glazed flat back half stall urinals 1st quality conforming to IS:2556-1995 with standard C.P. Spreader fixed with screws complete Indian make : 590 x 375 x 390 mm, fitted with 15 mm brass body CP finish self closing tap push type conforming to IS 1711 and 30 mm nominal size dia PVC flexible waste pipe of 914.4 mm length of Ist quality including cost and conveyance of all materials to site, all operational,incidental , labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Water Supply & Sanitary Works.

Supplying and fixing of 16mm to 20 mm thick polished marble slab partitioins of size 3' 0" x 2' 0" for urinals including full rounding the edges , fixing in position, polishing, including cost and conveyance of all materials to site, all operational, incidental, labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for all floors. For Water Supply & Sanitary Works.

Supplying & fixing 4 " x 24 " (101.6x609.6mm) white glazed porcelain channel fixed in brick masonry white cement pointing, including cost and conveyance of all materials to site, all operational, incidental, labour charges, overhead & contractor's profit etc. complete for finished item of work in all floors as directed by Engineer-in-charge. For Water Supply & Sanitary Works.

S&F premium make CPVC Pipes including the cost of pipe & its fittings & labour charges complete including cost and conveyance of all materials to site, all operational,incidental , labour charges, cost of overheads & contractor profit etc.complete for finished item of work as directed by Engineer-in-charge - SDR 13.5 for 15.90mm OD pipe For Water Supply & Sanitary Works.

S&F premium make CPVC Pipes including the cost of pipe & its fittings & labour charges complete including cost and conveyance of all materials to site, all operational,incidental , labour charges, cost of overheads & contractor profit etc.complete for finished item of work as directed by Engineer-in-charge - SDR 13.5 for 22.20mm OD pipe For Water Supply & Sanitary Works.

S&F premium make CPVC Pipes including the cost of pipe & its fittings & labour charges complete including cost and conveyance of all materials to site, all operational,incidental , labour charges, cost of overheads & contractor profit etc.complete for finished item of work as directed by Engineer-in-charge - SDR 13.5 for 28.60mm OD pipe For Water Supply & Sanitary Works.

S & F Bronze Gate/ Globe valve as per IS - 778 Class - I,Indian make heavy type as approved by the Engineerin-charge including cost and conveyance of all materials to site, all operational,incidental , labour charges, overheads and contractor's profit, etc. complete for finished item of work in all floors as directed by Engineer-in-charge. (25mm Nominal bore) For Water Supply & Sanitary Works.

Supplying and fixing of SWR PVC pipes of 4 Kg/Sq.cm. and fixing all specials such as plain bends, off sets, door bends, single junctions, double junctions etc., as per site requirement, fixing with PVC clamps with required number of Bombay nails etc., with solvent jointing as per standard practice including cost and conveyance of all materials to site, all operational, incidental, labour charges, overheads & contractors profit etc., complete for finished item of work at all floor levels . (APSS No. 1302 1319 & 1326) for 75mm dia For Water Supply & Sanitary Works.

Supplying and fixing of SWR PVC pipes of 4 Kg/Sq.cm. and fixing all specials such as plain bends, off sets, door bends, single junctions, double junctions etc., as per site requirement, fixing with PVC clamps with required number of Bombay nails etc., with solvent jointing as per standard practice including cost and conveyance of all materials to site, all operational, incidental, labour charges, overheads & contractors profit etc., complete for finished item of work at all floor levels . (APSS No. 1302 1319 & 1326) for 110mm dia For Water Supply & Sanitary Works.

Providing & Placing on Terrace (at all floor levels) polyethylene water storage tank with Double layer approved brand & manufacture with cover and suitable locking arrangement & making necessary holes for inlet & outlets and over flow pipes but without fittings & base support for tanks, including cost and conveyance of all materials to site, all operational,incidental , labour charges, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge..For Water Supply & Sanitary Works.

Supply and laying of 25mm dia PVC pipe of heavy grade with IS:9537 part 3 rigid pipe concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.. Makes:Sudhakar/Modi/Finolex. (Data 1.4.2 C) For Internal Electrication works.

Supply and laying of 25mm dia P.V.C. pipe pipe of medium grade with IS:9537 part 3 rigid pipe concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well metal deep box including all labour charges etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.Makes:Sudhakar/Polycab/Finolex. For Internal Electrication works.

Wiring with 2 runs of 22/0.3mm (1.5 Sq.mm) FRLS/HFFR P.V.C. insulated flexible copper cable (ISI MARK) of makes Finolex/RR Kabel/Havells/Polycab in existing pipe with 10A switch, Ceiling rose and modular frame covering to switch control box including all labour charges etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. for light points in Buildings. Makes: Legrand Arteor/Honeywell Blenge Plus/L & T Englaze For Internal Electrication works.

Supply and run of 2 of 36/0.3mm (2.5 Sq.mm) FRLSH/HFFR P.V.C. insulated flexible copper cable IS:694/1990, IS 17048 with one run of 36/0.3mm (2.5 Sqmm) for earth continuity in existing pipe for mains inlcuding all labour charges etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. Makes: Finolex/RR Kabel/Havells/Polycab For Internal Electrication works.

Supply and run of 2 of 56/0.3mm (4 Sq.mm) FRLSH/HFFR P.V.C. insulated flexible copper cable IS:694/1990, IS 17048 with one run of 56/0.3mm (4 Sqmm) for earth continuity in existing pipe for mains inlcuding all labour charges etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. Makes: Finolex/RR Kabel/Havells/Polycab For Internal Electrication works.

Supply and fixing of 10A 3/2pin 2 module socket with 10A switch control on a seperate switch board with earth continuity including wire leads, earth connections along with all labour charges etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. Legrand Arteor / Schneider Zen celo Blenge / Crabtree Murano. (Data 2.1.4) For Internal Electrication works.

Supply and fixing of 20A 3 pin 2 module socket with 20A switch control (with indicator) on a seperate switch board with earth continuity including wire leads, earth connections along with all labour charges etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. Legrand Arteor / Schneider Zen celo Blenge / Crabtree Murano. (Data 2.1.6) For Internal Electrication works.

Supply and fixing SPN Distribution board 8 Way with IP-43 protection suitable for single phase 40 A Double Pole (DP) Isolator as incomer and 6 Nos 6-32 A,10kA SP MCBs as out going including internal connections and labour charges for flush mounting etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.Makes: Legrand DX3/Schneider Acti9/Siemens.( Data 4.4.1) For Internal Electrication works.

Supply and fixing of 9" (225mm), Light duty exhaust fan with double ball bearing and wire guard etc and labour charges for fixing of Exhaust fan in wall with necessary connections etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.of makes Crompton / Havells Ventil Air-DB / Orient hill air. ( Data 9.7.16 ) For Internal Electrication works.

Supply and fixing of 10W LED mirror light of 600mm length with all standard accessories diffuser etc and including labour charges for fixing etc., including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.Makes: Philips/Crompton/GE (Data 8.1.1) For Internal Electrication works.

Supply, transportation and fixing of 22W, 2300 lumens, 1200mm length LED light housing made with alluminium anodised body, wide operating voltage with PF≥0.9, Surge protection: > 2KV, THD<10%, with inbuilt driver and frosted cover CCT: 3000K - 6500K as desired by the department as per IS, minimum CRI≥80 etc., complete with 50,000 burning hours with BIS Certification with BIS Certification. LUMINAIRE MAKE: Phillips / OSRAM / GE Venture / Wipro / Crompton / Bajaj / Havells / Jaquar / IB LED / Panasonic / Halonix / HPL / Syska / Eveready / Surya / Keselec. LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG LEDs. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Internal Electrication works.