GE/863/EWS-T-54/2019-20

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil.complete all as specified and as directed by Engr In -Charge.

Excavation in trenches n exc 1.5 m wide and 1.5 deep and getting out hard/dense soil complete all as specified and as directed by Engr In -Charge

Excavating in post holes in hard/dense soil (or similar holes) each n exc 0.5cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25cm, watering and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and as directed by Engr In -Charge

Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm in hard/dense soil complete all as specified and as directed by Engr In -Charge

Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and as directed by Engr In -Charge

M&L for P.C.C 1:4:8 type D-2 using 40 mm graded stone and agg as in foundation filling and mass concrete complete all as specified and as directed by Engr In -Charge

150 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and as directed by Engr In -Charge.

100 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and as directed by Engr In -Charge.

M&L 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base complete all as specified and as directed by Engr In -Charge.

M&L for 50 mm thick Cement concrete type B 1, 1:2:4 (using 20 mm graded stone aggregate) in flooring/hard standing finished surface even and smooth without using extra cement complete all as specified and as directed by Engr In -Charge.

M&L for 40 mm thick Cement concrete type B 1, 1:2:4 (using 20 mm graded stone aggregate) in flooring/ hard standing finished surface even and smooth without using extra cement complete all as specified and as directed by Engr In -Charge.

Glass dividing strips, 38x3mm thick and inserted in position to confirm to design complete all as specified and directed by Engr-in-Charge.

M&L precast cement concrete block masonry with solid blocks (Type C-1 1:3:6, 20mm graded aggregate) exc. 10 cm width and setting in Cement Mortar 1:6 complete all as specified and directed by Engr-in-Charge.

M/L PCC 1:3:6 type C1 using 20 mm graded stone agg as in coping to retaining walls/steps including necessary formwork complete all as specified and directed by Engr-in-Charge.

M&L 10mm thick rendering in CM 1:6 on brick work or concrete surfaces and finished even and smooth wihout using extra cement complete all as specified and as directed by Engr-in-Charge

M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and no pigment complete all as specified and directed by Engr-in-Charge.

M&L Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed by Engr-in-Charge.

Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge.

M&L PCC type B1 1:2:4 using 20 mm graded aggregate in kerbs complete all as specified and directed by Engr-in-Charge.

S & F Rolled Mild Steel Plates (plain or Chequered) channels, square cut or notched, forming holes, without any attachment confirming to Fe 410 - W complete all as specified and directed by Engr-in-Charge.

S & F Structural steel work of angle, channel etc., confirming to Gde Fe 410 -W fixed independently, without connecting plates, i.e, all complete all as specified and directed by Engr-in-Charge.

S&F for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy brackets framing (beam, tee, angle, channel or flat sections) of FE 410-W (Gde-E-250) quality A, including distance places, cleats etc complete all as specified and directed by Engr-in-Charge.

S&F 0.63mm Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275 complete all as specified and directed by Engr-in-Charge.

M&L for preparation of iron surfaces and applying two coat of synthetic enamel paint over a coat of red oxide after preparation of new iron/steel surfaces complete all as specified and directed by Engr-in-Charge.

Net Contract Sum will be after deducting Sch Of Credit Rs 0.00

Kusan Enterprises

M/S JASWANT SINGH ANAND

M/S Jaswant Kumar Aggarwal

PRITPAL SINGH