PROVN OF APPROACH ROAD IN PH_1 ALONGWITH DRAIN FOR VARIOUS ASSETS AT NEWLY AQUIRE LAND AT CGDHQ_15 OKHA UNDER GE I CG PORBANDAR

Amount

SCHEDULE 'A'

Surface excavation n.exc 30 cm deep averaging 15 cm deep and getting out in soft/ loose soil complete all as specified and directed.

Excavating over areas not exceeding 1.5m deep and getting out in hard/dense soil complete all as specified and directed.

Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base complete all as specified and directed.

Removing excavated material exc 50m but n exc 100m and depositing where directed at a level n.exc 1.5m above the starting point as in soil complete all as specified and directed.

M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.

Rolling and consolidation of formation of surfaces in cutting with power roller of 8 to 12 tonne capacity power roller including filling up depression which occur during rolling complete all as specified and directed.

Material & labour for Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber 200 mm thick in layers complete all as specified and directed.

M & L for 15cm thick (compacted thickness) WBM, (each layer of 7.5cm thick laid & compacted separately) with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) spread, rolled and consolidated to a required gradient and camber complete all as specified and directed.

M & L for preparing unsurfaced water bound macadam WBM by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags or by using mechanical blower to remove all loose dirt complete all as specified and directed.

Applying evenly a priming/tack coat with bituminous primer (paving bitumin) at 10 Kg per 10 Sqm complete all as specified and directed.

M & L for Premix bituminous, macadam with 4 % binder content by weight of total mix, rolled and compacted to required camber and gradient with 08 to 12 tonne power roller complete all as specified and directed.

M & L for Bituminous premix semi dense asphaltic (SDAC) concrete 40mm consolidated thickness with 6% binder content by weight of total mix, rolled and compacted to required camber and gradient with 08 to 12 tonne power roller complete all as specified and directed.

M& L for Pre-cast cement concrete 1:3:6 type C1 using 20mm grade stone aggregate as in kerbs set in cement mortar 1:6 with plain fair faces,including chamfers,weatherings,throating complete all as specified and directed.

M&L for Plain Cement concrete type C-1, 1:3:6 (using 20mm graded aggregate) as in foundation ,sub base complete all as specified and directed.

Supply and laying Reinforced concrete pipes, class NP2, 450 mm dia laid and jointed complete with collars complete all as specified and directed.

M&L for walling of precast PCC solid block masonary in PCC (1:3:6) type C1 built in CM (1:6) bonded and solidly hearted complete all as specified and directed.

M&L for Cement concrete 1:2:4, type B1(using 20mm graded aggregate ) in coping ,channels necessary form work and finishing of exposed surfaces of concrete complete all as specified and directed.

M & L for rendering 15mm thick in CM (1:4) on fair faces of brick work.or concrete surfaces finished fair and even complete all as specified and directed.

M & L for three coats of white wash on new plastered surfaces for walls including necessary preparations complete all as specified and directed.

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

M & L for PCC in (1:3:6) type C2 (using 40mm graded stone aggregate) 75mm thick as in Sub base complete all as specified and directed.

M & L sand filling under inter locking tiles including watering and consolidation complete all as specified and directed.

Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed.

M & L for form work to soffits of suspended slabs such as cover slabs and similar work: not exceeding 200 mm thick(Horizontal or sloping with rough finished surfaces of concrete complete all as specified and directed.

M & L for form work to edges and sides of slabs such as cover slabs and similar work: not exceeding 200 mm thick(Horizontal or sloping with rough finished surfaces of concrete complete all as specified and directed.

M & L for TMT bars 10mm dia and over, cut to length, bent to shape required, including crancking, bending spirally for column & hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

M& L for Reinforced cement concrete 1:2:4 type B1 using 20mm grade stone aggregate as in cover slabs complete all as specified and directed.

BABUBHAI BHIMABHAI PANDAVADRA

K B N TRADERS

K K Construction Co

M/S. P.M GODHANIYA

JAY BHARAT METAL SUPPLIERS

Nitesh Enterprise

Shivaang Enterprise

Harsh Infrastructure

SURESH ELECTRICALS