Minor repair and painting in outer surface of Admn. Block at Dr YSP University of Horticulture and Forestry Nauni, Solan.

Amount

Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (one cement : one & half sand :three graded stone aggregate 20mm(twenty milimetre) nominal size etc complete in all respect as per satisfaction of Engineer-in- Chagre.

Providing centring and shuttering including strutting, propping etc. and removal of form etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) Cold twisted bars.

Providing and fixing ISI marked oxidised M.S. Casement stays (straight peg type) with necessary screws etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) 250mm

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 etc. complete in all respect as per satisfaction of Engineer-in-Charge. (i) Single socketed pipes a). 110 mm(one hundred ten milimetre) diameter.

Providing and fixing on wall face unplasticised – PVC moulded fittings/ accessories for 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 etc. complete in all respect as per satisfaction of Engineer-in-Charge. a).110 mm

a). Coupler 110mm diametre.

b). Single door tee 110mm diametre

c). Bend 110mm diametre

12 mm cement plaster on the rough/fair side of single or half brick wall of mix etc complete in all respect as per satisfaction of Engineer-in-Charge. a). 1:4 (one cement: six sand).

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade etc. in all respect as per satisfaction of Engineer-in-Charge..a) One or more coats on old work

Finishing walls with Acrylic Smooth exterior paint of Required shade etc. in all respect as per satisfaction of Engineer-in-Charge. a). Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in- Charge. a).With cement mortar 1:4 (one cement : four sand)

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty etc. in all respect as per satisfaction of Engineer-in-Charge a).Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

Renewal of old putty of glass panes etc. complete in all respect as per satisfaction of Engineer-in-Charge.

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material upto all leads etc. as per direction of Engineer-in-Charge

Extra for cutting reinforcement bars manually/ by mechanical means in RCC or RB work etc. complete in all respect as per satisfaction of Engineer-in-Charge.

Extra for scrapping, cleaning and straightening reinforcement from RCC or RB work in all respect as per satisfaction of Engineer-in-Charge

Providing and fixing ISI marked oxidised M.S. handle with nuts & bolts etc. complete in all respect as per satisfaction of Engineer-in-Charge. a) 125mm

Rakesh Saklani