Provn of TY parking shed at IN Jetty near bldg No P-36, replacement of damaged interlock tiles at CDU and certain revenue works of AGE B R I under GE Gomantak Vasco

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil.

Dismantling floor, hearth or wall tiling including cement mortar bedding (including backing), removing serviceable tiles to store and rubbish off the premises.

Excavating in post holes (or similar holes) each n exc 0.5 cum, in hard/dense soil

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Hard dense soil all as specified and as directed

Excavation in trenches n.exc 1.5m Deep and n.exc 1.5m wide in soft/loose soil complete all as specified and directed.

Returning, filling in , including, spreading, levelling, watering and well ramming in layers not exc 25cm thick soil complete all as specified and directed

Removing excavated materials (soft/disintegrated rock) to a distance n.exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed

M&L PCC 100mm thick Type D2 1:4 : 8 (40mm graded aggregate) Cement concrete in foundations, filling , Sub base and mass concrete

M&L Plain cement concrete 1:3:6,Type C2 (using 40 mm graded stone aggregate), 100mm thick as in sub base all and finished to an even and fair surface as without using extra cement specified and directed

M&L PCC Type B-1 1:2 : 4 (20mm graded aggregate) Cement concrete in foundations, filling and mass concrete

M&L PCC Type B-1 1:2:4 (20mm graded aggregate) as in coping incl necessary formwork

S&F for Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases, splices, angle brackets, cleats and other connections (Fe- 290) (Gde E- 165)

S&F for roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings, MS pipe for post and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc (Fe- 290) (Gde E- 165).

S&F for 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 (Fe- 290 (Gde E- 165).

S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe-290.Gde-E-165 for portions framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc.

M&L for preparation of new steel surfaces and apply two coat of Anti corrossive paint over a coat of anti corrosive primer.

S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

M&L for Plain cement concrete 75 mm thick Type D2 1:4 : 8 (40mm graded aggregate) as in sub base all as specified and directed

M&L for Sand cushning 50 mm thick spread, levelled, compacted to receive interlocking tiles all as specified and directed

M&L for Machine pressed rubber mould pre cast concrete interlocking paver blocks (with grey cement and pigment) any shape and size conforming to IS-15658-2006 of 80 mm thicknes,M-40 grade all as specified and directed

Machine pressed pre cast concrete interlocking paver blocks (with grey cement and pigment) any shape and size conforming to IS-15658-2006 of 60 mm thicknes,M-35 grade all as specified and directed

M & L Precast cement concrete block masonry Type C1 1:3:6 using 20mm graded stone aggregate with solid blocks exc 10cm in width and setting in mortar 1:6 complete all as specified & directed.

M&L Providing precast cement concrete (1:2:4) using 20mm graded stone aggregate , solid blocks of size 400x300x100mm for kerb stone (with plain or interlocking joints as directed) set in CM (1:4) all as specified and as directed.

M & L rendering 15mm thick on block masonry surfaces in CM 1:4 to be finished even and smooth (without using extra cement) all as specified.

M&L preparation of new surfaces & applying two coats cement base paint over a coat of alkali resistant priming paint complete all as specified and directed.

Material & Labour for providing three coats of white wash on new plastered surfaces including necessary preparation to surfaces complete all as specified and as directed

M & L Hard core, broken to gauge n exc 63 mm for plinth protection/ under floor as directed by Engr in Charge.

M&L 75 mm thick cement concrete type, C2 1:3:6 using (40 mm graded aggregate) as in plinth protection finish the surface even and smooth all as specified and as directed.

M&L for PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in cills, copings, benching on chajjas, roof kerbs, bed blocks and the like including weathering, slightly rounded or chamfered angles and throating as directed with and including necessary form work complete all as specified and directed.

Material and labour 100 mm thick Cement concrete type B-1 using 1:2:4 (20mm graded aggregate) as in floor finished complete all as specified and directed.

Demolition of Concrete in any descripition and in any position not other wise descriped not other wise specifically provided for complete all as specified and directed by Engr - In - Charge.

M&L for 25mm thick Cement concrete (1:2:4) type B0 (using 12,5mm graded aggregate ) as in levelling course of roof top all as specified and as directed by Engr - In - Charge.

M & L Rendering cement plaster 10 mm thick in CM 1:4 with water proofing compound (Dr Fixit LW+/ or equivalent 200 ml per bag of cement or equivalent) , on concrete roof top surfaces even and smooth without using extra cement all as specified by Engr - In - Charge. Note - WPC shall be measured and paid separately

Supply only liquid water proofing compound (Dr Fixit LW or equivalent) all as specified.

M&L for water proofing treatment to the roof slab using 4mm thick APP modified membrane consisting five layer membrane with features as specified, weighing not less than 4.0 kg/m2 laid over a coat of cold applied bituminous primer @ 0.4 litre per Sqm on surface provide a layer of APP modified membrane by torching application including sealing the overlap with torching with 150 mm on length side and 100 mm on width side as per manufacturer's instruction including joints and changes in direction be covered with thin cement slurry in CM 1:3 mixed with SBR latex @ 200 ml/bag of cement curved well before laying of membrane all as per manufacturer's instructions and provide a finishing coat with solar reflective bituminous aluminium paint @ 0.20 kg/m2 as prescribed by manufacturer of membrane to the satisfaction of Engineer-in-Charge. Note:- 1. Irrespective of the lap the net covered area will only be measured for payment. (ii) The quoted rate is deemed to be inclusive of bituminous primer,APP membrane,solar reflective bituminous aluminiumpaint& SBR latex

Removing building material/debris to a distance of 5.0 Km and spreading in layers all as directed by Engr in charge. Note : 0.62Cum may be consider as one load all as specified and directed by Engr-in-Charge.

Tara Construction

Super Construction

M/S DUBAL CONSTRUCTION

Leela Enterprises

M/S jvsr constructions

SACHIN CONSTRUCTIONS

M/s Gayatri Contruction Co.