PROVN OF CAR PARKING SHED NEAR JCOs MD ACCN AT PH AREA AND RAIN AND SUN SHADE IN SINGLE LIVING OFFR BLDG NO PB-56, PB-58 AND PE-46 OF NCO ACADEMY AT DHANA MIL STN

Amount

S & F hot rolled medium and high tensile structural steel of grade E 250 quality C conforming to IS 2062: 2011 as in rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates incl a coat of red oxide zinc chrome primer, complete all as specified and as directed.

M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated corrugated (profile) steel sheet, any pattern corresponding to IS 15965:2012 of durability class 3, atmospheric classification category C3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering / cladding to wall, end rib designed as capillary barrier (capillary grove) fixed with self drilling screws of corrosion resistance class 3 as per AS 3566 Part-II and of suitable size and type as per AS 3566 Part-I as per manufacture's instructions and EPDM washers including end and side lap, necessary scaffolding and safety measures at any floor, complete all as specified and as directed.

Preparation of new or previously untreated steel surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer, complete all as specified directed by Engr - in - Charge.

Excavating post holes or similar holes, each not exceeding 0.5 Cum, getting out in Hard/ Dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50m & making good surface, complete all as specified directed by Engr - in - Charge.

M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete, complete all as specified directed by Engr - in - Charge.

Excavating in trenches not exc 1.5 Mtr wide & not exc 1.5 Mtr depth for foundation etc or for shafts, wells, cesspits, manholes etc and getting out Hard/dence soil, complete all as specified directed by Engr - in - Charge.

Returning, filling in trenches including spreading, levelling, watering and well ramming in layer n. exc 25 mm, complete all as specified directed by Engr - in - Charge.

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

Material & Labour for PCC 1:4:8 type D-2 (with using 40mm graded stone aggregate) in foundation filling and mass concrete, complete all as specified directed by Engr - in - Charge.

M & L for brick work with sub class 'B' bricks, non-modular sizes as per IS 1077: 1992, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6, complete all as specified and as directed.

Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:6 finished even and smooth without using extra cement, complete all as specified and as directed.

Preparation of newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed.

Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in soft and loose soil, complete all as specified directed by Engr - in - Charge.

M & L for hardcore of gauge not exceeding 63 mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified directed by Engr - in - Charge.

M & L for 100 mm thick Cement concrete type B 2, 1:2:4 (using 40 mm graded granite stone aggregate) in sub base of flooring/ hard standing finishing the surface even and smooth, complete all as specified directed by Engr - in - Charge.

Cutting holes into or through cement concrete slabs, Chajjas, etc., reinforced or otherwise superficial area exceeding 100 Sqcm not exceeding 250 Sqcm, complete all as specified and directed.

m/s mahendra kumar khare contractor (BID ID -3134598)

siddhant construction (BID ID -3134637)

Vaishnavi Construction (BID ID -3133884)

M/s arjeet singh ahluwalia (BID ID -3135213)