| 1 | Construction | As Directed by Engineer-in-charge | 2.97 | Sqm | 6690.00 | 19869.00 |
| SupplyingandfixingofUnplasticisedPolyVinyl Chloride (UPVC) 3 track sliding windows with mesh shutter ? (2-glass shutters and 1- mesh shutter) duly manufactured using UPVC reinforcedprofiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not morethan12PHRofC aCo3forevery100parts of PVCresin)of(94mmx45mm)/(80mmx52 mm) x 2.20 mm for outer frames, (58 mm x 39mm)/(54 mm x 38 mm) x 2.20 mm for slidingshutter frames capable of mounting single glazing system structurally reinforced withhot dip galvanized up to 50 microns of minimum thicknessof1.0/1.2mmprefabricated&welded through fusion welding. The window sashshall be fitted with 5 mm thick clear float glass of reputed make and mesh shutter frame shall be (42mmx25mm)/(52mmx21.5mm)x2.0mmfittedwithVinylCoatedFibremesh-onrollers/ pulleydulyfixedwithGreycolourTPVGasketfor sash & Glazing bead shall be co-extruded with Grey colour soft PVC. System shall havesinglepointlockingwithTouchLockandthesystemis tobeinstalledatthesiteusinganchorfasteners,siliconrubbersealant,easyglazing/deglazingat site etc., including cost and conveyance of all materials, accessories, labour charges fortransportation, erection at site complete for finished item ofwork. TBSC-M.II-11 |
| 2 | Construction | As Directed by Engineer-in-charge | 257.18 | Sqm | 725.00 | 186456.00 |
| Roofing: - Roofing will be provided with 0.5mm thick galvanized / pre painted G.I. profiled sheets fixed to the purlins with 14 size self drilling screws with neoprene washer. Side laps are stitched with self tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti capillary grove TBSC-R.I-39 |
| 3 | Construction | APSS No. 1201, 1207 & 1212 | 58.88 | Sqm | 82.65 | 4866.00 |
| Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors |
| 4 | Construction | As Directed by Engineer-in-charge | 2021.45 | Kg | 104.00 | 210231.00 |
| Supplying fabricating and fixing in position all heavy steel works like trusses, stanchions, heavy beams and gutter (by using MS tubes and pipes) including cost of welding rods, power charges, erecting in positions and fixing by using chain pulley blocks derek pole arrangements and cranes, etc complete. |
| 5 | Construction | 901 & 908 | 112.31 | Sqm | 30.85 | 3465.00 |
| Whiting to new walls and ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors |
| 6 | Construction | 309 & 310 | 25.27 | Cum | 303.10 | 7659.00 |
| Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, hire charges of T & P etc., completebut but excluding seignorage charges, for finished item of work. (APSS NO. 309 & 310) |
| 7 | Construction | 308.0 | 84.24 | Cum | 162.00 | 13647.00 |
| Cutting and spreading (manual means) with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges and dewatering charges etc., complete for Foundation of Building.(APSS No. 308) |
| 8 | Construction | APSS 901,903 & 904 | 53.30 | Sqm | 351.10 | 18714.00 |
| Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete but excluding seigniorage charges for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904) |
| 9 | Construction | 501 & 504 | 5.44 | Cum | 5146.35 | 27996.00 |
| Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete but excluding seigniorage charges for finished item of work. (APSS No. 501 & 504). |
| 10 | Construction | 601 & 615 | 3.51 | Cum | 3634.90 | 12758.00 |
| Random Rubble stone masonry, in CM (1:8) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete but excluding seigniorage charges for finished item of work for foundation and basement (APSS No. 601 & 615) |
| 11 | Construction | 402.0 | 1.17 | Cum | 3979.60 | 4656.00 |
| Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete but excluding seigniorage charges, for finished item of work for Foundations (APSS No. 402) |
| 12 | Construction | 308.0 | 5.26 | Cum | 283.50 | 1491.00 |
| Earth work excavation and depositing on bank (manual means) with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work excluding seignerage charges and dewatering charges etc., complete for Foundation of Building.(APSS No. 308) |