GE-K-57-2021-22 - PROVN OF CONSTRUCTION OF PLINTH PROTECTION ALONGWTIH AREA DRAINAGE OF KWM AT DRAS STATION UNDER GE KARGIL

Amount

Excavating in trenches n exc 1.5 m wide and not exceeding 1.5m in depth for foundation etc, n exc 10 Sqm on plan and getting out in hard / dense soil complete all as specified and directed

M&L for PCC 1:4:8 type D-2 (using 40mm graded stone agg) as in foundation, filling and mass concrete complete all as specified and directed

M&L precast cement concrete block masonry with solid blocks, exc 10cm width type C-1, 1:3:6 using 20mm graded stone aggregate and setting in cement mortar 1:4 complete all as specified and directed

M&L for 15mm thick rendering on fair surfaces of brick work or concrete surfaces in CM (1:4) and finishing the surfaces even and smooth (without using extra cement) complete all as specified and directed.

M&L for cement concrete 1:2:4 type C-2 (Using 40mm graded crushed stone aggregate) as in surface channels and drains, complete all as specified and directed

M&L for providing plain cement concrete 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) as in copings, bed plates and other similar bands and the like including necessary form work and finished fair & even complete all as specified and directed.

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

M&L for broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for 75 mm thick cement concrete , type C2 , 1:3:6 (using 40 mm graded stone aggregate ) as in plinth protection or sub base flooring complete all as specified and directed.

M&L for chequered cement conc tiles 20x20x25mm thick set and jointed and pointed in neat cement slurry as in floor with grey cement and pigment incl over 15 mm thick screed bed in CM 1:6 complete all as specified and directed.

M & L for endura tiles, heavyduty, for high traffice 300x300mm, 10mm thick, non skid, acide and scratch resistance over 15mm thich screed bed cm 1:4 as in floor, jointed in neat cement slurry completed all as specified and as direction of manufacturers instuctions

Returning filling in incl spreading leveling watering and well ramming in layers not exceeding 25 mm in hard/ dense soil complete all as specified and directed. .

Removing excavated material exc. 250 m but n. exc. 500m and depositing where directed complete all as specified and directed.

Note : Deduction for amount of Rs 0.00 as listed in Schedule A Part - II ( Schedule of Credit) shall be made while awarding of contract.

M/S V L ENTERPRISES

M/S MOHD HUSSAIN

M/S UNIVERSAL ENGINEERS

M/S MOHD HASSAN