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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Filling in plinth with moorum |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and working without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the enngineer-in-charge; for the following grades of concrete. Concrete of M15 grade with minimum cement content of 240 kg / cum |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 M-20 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo Mechnanically Treated Bar of Grade Fe-500D or More |
| 6 | Centering and shuttering including strutting, propping etc. and removal of forms for Foundations, footings, bases of columns, etc. for mass concrete |
| 7 | Providing and fixing stainless steel jali fitted including fixing in position anodised aluminium frame section box, cutting to the required size with all wastage, labour, lead lift etc. complete |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 10 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm |
| 11 | Providing Galvanised steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/botled/welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete (for detailed justification refer SSR Item No.23.04) |
| 12 | Supply and installation of translucent roof with DPI Flux standing seam multicell polycarbonate panel system. The system with complete assembly of co extruded UV protected multicell panels incorporated into a complete system. Co-extruded UV protected polycarbonate panel system of min 6 mm thick of 900 mm (min.) width with angular daylighting concept. Panels shall have minimum six layers with truss bridge design for higher flexibility & strength. Panels with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be manufactured with vertical standing seam at both sides of panel. Panels shall be fixed on Purlin with snap on connectors with double tooth grip lock locking mechanism and will be secured on GS structure (will be paid Separately) with 3 One Numbers self-drilling screws & trapezoid SS fasteners holding the base of the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608:2005, as per design requirement. Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbpnate sheets which have been exposed to UV for a min. of 500 hours as per ASTM G 155. Panels shall nothave Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.6 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/Glazing Bar for ends as per required and including Door fitting. Panel shall be fixed over GS structural steel/GS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineering in charge. Colour:As per Approval. Approved Make: FLUX by DPI Daylighting or approved equivalent The 6 mm thick panels shall be used for a roofing height of upto 15 mtrs.. (for detailed justification refer SSR item No.51.187) |
| 13 | Providing and fixing 8 cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete. |
| 14 | Providing and making ISI Mark ferrule connection of 50 mm dia. to water main including ferrule coupling cast iron bell mouth cover, built in non return valve and fixing including excavation and reinstatement complete |
| 15 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threated fittings This includes jointing of pipes & fitting with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of engineer in Charge. External work 50 mm nominal dia Pipes |
| 16 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes PVC PIPE 110 mm diameter |
| 17 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Double charge vitrified tile polished finish of size Glazed Vitrified tiles Matt/Antiskid finish of size. Size of Tile 600 x 600 mm |
| 18 | Providing & fixing Shading system Internal and external by reflective, thermal aluminium screen silver with a motorised mechanism with a rack & pinion, driving shaft, pull rod clap, operated expanding & retracting mechanism inside the polyhouse, external shading by 75% shade net with a manual mechanism with rolling arrangements, complete as per direction of Engineer in Charge |
