Construction of Retaining wall in back side of store in the basement of Administrative Block at Dr YSP University of Horticulture and Forestry nauni solan

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas in all width and depth on plan) including getting out and disposal of excavated earth all leads, lifts and carriage of material as directed by the Engineer-in-charge .a). Ordinary rock

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering work up to plinth level with 1:5:10 (one cement : five sand : ten graded stone aggregate 40 mm (forty milimetre) nominal size etc. complete in all respect as per satisfaction of Engineer-in-charge.

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) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level with Cement mortar 1:4 (one cement : four sand) etc. complete in all respect as per satisfaction of Engineer-in-charge.

Random rubble masonry with hard stone in foundation and plinth/ retaining wall including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 ( one cement : six sand) mix etc. complete in all respect as per satisfaction of Engineer-in-Charge:

40 mm (forty milimetre) thick Cement concrete flooring 1:2:4 (one cement : two coarse sand : four graded stone aggregate 20mm (twenty milimetre)nominal size finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect as per satisfaction of Engineer-in-Charge.

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 bend 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(one hundred ten milimetre) diameter).

Providing and fixing on wall face unplasticised – PVC single tee without door 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 x 110mm x 110mm.

15 mm (fifteen milimetre) thick cement plaster 1:3 (One cement: three sand) finished with a floating coat of neat cement on the rough side of single or half brick wall etc. complete in all respect as per satisfaction of Engineer-in-Charge.

Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade etc. in all respect as per satisfaction of Engineer-in-Charge..a) One or more coats on old work

Painting with synthetic enamel paint on steel or wood work 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

Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads etc. complete as per direction of Engineer - in – charge. a). Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all leads etc. complete as per direction of Engineer-in-charge. a). In cement mortar

Providing and fixing 32 mm nominal bore G.I. pipes(Medium grade) complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. complete in all respect as per satisfaction of Engineer-in-charge.Internal work - Exposed on wall (Jindal/ Surya make)

Jitender Sharma (BID ID -535071)