PROVISION OF PARKING SHED FOR VEHICLES AT 17 PARA FD REGT AGRA UNDER AGE B/R-II (W) OF GE (W) AGRA

Amount

Excavation in trenches n exc 1.5 m wide & n exc 1.5m deep and getting out in any type of soil. Complete all as specified by Engineer in charge.

M & L for PCC 1:4:8 type D2 using 40mm graded stone aggregate in fdn filling and mass concrete.Complete all as specified by Engineer in charge.

M & L for flat, Rough finished formwork to sides of concrete foundations, footings, plinth beam, bases of columns, raft similar work etc.including supports.Complete all as specified by Engineer in charge.

M & L for RCC (Design mix) M-25 (20mm graded stone aggregate) in foundation, including rafts, footings, foundation beams, plinth beams, bases for columns, etc. Basement slabs, under-reamed piles and mass concrete.Complete all as specified by Engineer in charge.

M & L for Square, Circular & rectangular, Rough finished formwork to sides of pillars,posts, struts, piers, columns, similar work etc. including supports.Complete all as specified by Engineer in charge.

M & L for RCC (Design mix) M-25 (20mm graded stone aggregate) in Columns, pillars, piers, posts, struts etc and similar work.Complete all as specified by Engineer in charge.

M & L for flat Rough finished formwork to lintel beam, soffits, roof beams, lintels, cantilevers, shelves, similar work etc. including supports.Complete all as specified by Engineer in charge.

M & L for RCC (Design mix) M-25 (20mm graded stone aggregate) in lintel beam, roof beam etc and similar work. Complete all as specified by Engineer in charge.

M & L for flat, Rough finished Steel formwork to slabs such as roof slabs, floor slabs, landings and similar work etc. including supports with steel adjustable props and bracing for any height.Complete all as specified by Engineer in charge.

M & L for RCC (Design mix) M-25 (20mm graded stone aggregate) in slabs, roof slab, floor slab etc and similar work.Complete all as specified by Engineer in charge.

M & L for TMT 10 mm dia, and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, beam and Fdn, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips.Complete all as specified by Engineer in charge.

M & L for TMT 6 mm to 8 mm dia, and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, beam and Fdn, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips. Complete all as specified by Engineer in charge.

M & L for TMT 8mm dia and over, upto 12 mm dia in stirrups/ties, spacers and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns/beam, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, or securing with clips .Complete all as specified by Engineer in charge.

M&L for brickwork with fly ash brick (old size) built in CM 1:6, straight or curved on plan exc 6m mean radius on plan.Complete all as specified by Engineer in charge.

S & F for precast cement concrete type B0 1:2:4 (12.5mm graded stone aggregate) set in CM 1:4 for 40 mm thick louvres and Jallies (measured solid), including all mouldings and necessary reinforcement etc. Complete all as specified by Engineer in charge.

M&L for 15mm thick rendering in CM 1:6 on concrete, brick/stone surfaces of wall finished even and smooth without using extra cement, Complete all as specified by Engineer in charge..

M&L for rendering 15 mm thick on concrete/ brick/stone surface wall in cement mortar 1:4 mixed with liquid WPC @ 200 ml/50Kg of cement or as per manufactures's instructions, finished fair and even,Complete all as specified by Engineer in charge. Note:- WPC shall be measured and paid separately as supply only.

Supply only integral water proofing compound (Liquid) Complete all as specified by Engineer in charge.

M & L rendering 10 mm thick in CM 1:3 on concrete surfaces as in ceiling and finished the surface fair and even without using extra cement Complete all as specified by Engineer in charge.

Material and labour for applying 10 mm thick rendering in CM 1:4 including water proofing compound @ 3% by weight of cement. ( Make of WPC - Pidilite, water Seal acro paints,snowem,and other Make) Complete all as specified by Engineer in charge.

M & L for hard core of broken stones or boulders of gauge not exc 63mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface Complete all as specified by Engineer in charge.

M & L for 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) in floor & subbase, similar work etc.Complete all as specified by Engineer in charge.

M & L for 100 mm thick cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) in floor & subbase, similar work etc.Complete all as specified by Engineer in charge.

M&L PCC 75 mm thick 1:3:6, type C-1 using 20 mm graded stone aggregate, plinth protection & subbase, similar work etc. Complete all as specified by Engineer in charge.

M&L for applying three coats of white washing on ceiling new plaster surfaces including preparation, complete all as specified. Complete all as specified by Engineer in charge.

M&L for applying three coats of white/colour washing on new plaster surfaces including preparation, Complete all as specified by Engineer in charge.

M&L for applying two coats of cement based paint on new plaster surfaces including preparation, necessary scaffolding Complete all as specified by Engineer in charge.

M&L for preparation of newly plastered surfaces of wall and applying two coats of weather proof exterior paint or apex (any colour) silicon based over a coat of water based suitable primering as a base course as per manufacturer's instructions complete all as specified and directed.

M&L for moorum/red bajri filling in floors/sub base or pavings, laid in layers n exc 15cm thick, spread, levelled and rammed incl watering Complete all as specified by Engineer in charge.

Returning filling in incl spreading levelling watering and well ramming in layers n exc 25cm thickness. Complete all as specified by Engineer 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 by Engineer in charge.

Spreading and levelling (Soil) in layers n exc. 25, well ramming including watering as required, Complete all as specified by Engineer in charge.

Surface dressing n.exc 15 cm deep and getting out in any type of soil.Complete all as specified by Engineer in charge.

Surface excavation n.exc 30cm deep and averaging 21 cm deep and getting out in any type of soil.Complete all as specified by Engineer in charge.

Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed.Complete all as specified by Engineer in charge.

MNR ASSOCIATES

R.S BUILDERS

scjha&sons

VAKRATUNDA CONSTRUCTION CO

Singh Contractor and Supplier

PD GUPTA AND COMPANY

M/s S. K. Construction Co.

M/s Kanha Enterprise

M/s RKG CONSTRUCTIONS

C P Singh and Co

M/s Ram Naresh Construction Co.

Messars Maa Devi Construction Co.