CERTAIN REPAIR TO DRAIN, CULVERT, HARDSTANDING AND EXISTING RAIN WATER HARVESTING SYSTEM UNDER AGE B/R-II AT ITARANA ALWAR

Amount

Demolition of brick work built in cement mortar or cement lime mortar including all quion arches complete all as specified and as directed.

Taking down cement plaster on brick wall including raking out joints hacking for key srcubbing down with water complete all as specified and as directed.

Demolition of cement concrete (reinforced) in landing slab, chullah hoods, manhole covers, Roofs, floors, beams, stair case, landing, chajja and similar suspended work complete all as specified and as directed.

Dismantling AC/CGI/fibre sheet (Corrugated, semi corrugated etc) as in roof etc complete as as specified.

Dismantling timber scantlings framed work 40 sq cm and over in section ,in any position all as specified and directed.

M&L RCC work (Nominal mix) 1:2:4 type B-1 (using 20mm graded stone aggregate) as in landing, cover slabs (for manholes etc) chajjas, water troughs, mangers, shelves and similar article with plain faces complete all as directed.

Demolition of cement concrete (unreinforced) ground floor and paving n.exc 15cm thick below or above ground level complete all as specified and directed.

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

All as per item 8.00 above but 6mm to 8mm dia TMT bars.

M&L 75mm thick PCC 1:4:8 type D2 (using 40mm graded aggregate) as in foundation filling and mass concrete as floor sub base complete all as specified and directed.

M&L vibrator moulded (cloloured) precast concrete interlocking paver block with grey cement and pigment (Lacquer/ Glossy finish) any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade laid over with and including 25mm thick sand cushion and filled the joints with dry sand after laying the paver block complete all as specified and directed.

M&L vibrator moulded (coloured) precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade laid over with and including 25mm thick sand cushion and filled the joints with dry sand after laying the paver block complete all as specified and directed.

Supply, installation and finishing outdoor synthetic sports flooring system consisiting fo 5 layer system with acrylic latex to sub floor followed by primer layer to improve bonding of acrylic paint with sub floor and smoothing suf floor following by dual layers of 100% acrylic base colour coat followed by top colour coat to protect flooring against UV rays final over line marking with acrylic paint complete all as specified and as directed.

All as per ser item No 12.00 above but except tiles.

M&L vibrator moulded precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 grade and fixed with grey cement and pigment laid over with and including sand cussion and filled the joints with dry sand after laying the paver block complete all as specified and directed.

M&L 12mm thick vitrified exterior grade textured finished tiles (Endura Johnson or equivalent heavy duty tiles (for parking/porch) of size (30cm x 30cm) set and jointed in net cement slurry in floor including 20mm thick cement mortar screed bed 1:4 and pointing with admixture of white /colour cement and pigment complete all as specified and directed.

M&L chequered cement concrete (coloured) tiles 30cm x 30cm x 25mm thick with (Lacquer/glossy finish) set and jointed in net cement slurry in floor and pointed with white cement and pigment including 20mm thick cement mortar screed bed 1:4 complete all as specified and directed.

M&L providing precast cement concrete (1:2:4) type B1, using 20mm graded crushed stone aggregate as in Kerb stone for side edging and filled the joints with CM 1:6 complete all as specified and directed.

M&L 100mm thick PCC 1:2:4, type B1 (using 20mm graded crushed stone aggregate) as in floor laid in alternate panels, finishing the cement concrete surface even and smooth with out using extra cement complete all as specified and directed.

Forming constuction joints 30mm deep and 10mm wide finished and filled with bitumen mastic (1:3) complete all as directed.

S&F 75mm thick steel fibre reinforced (SFRC) manhole/drain cover with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS Standard, minimum load bearing capacity 5 ton/sqm, in square, rectangular or circular shape complete all as specified & as directed.

M&L rendering 15mm thick in CM 1:6 on brick /stone masonry surface, rendering is to be even and smooth with out using extra cement complete all as specified & as directed.

M&L brick work with sub class 'B' bricks, straight or curved on plan to any radius n. exc 6 m in old type brick thick walls, built in CM 1:6 complete all as directed.

All as per ser item No 23.00 above but except brick. (old brick to be reused for this items).

M&L brick work with fly ash 'brick straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed.

All as per ser item No 25.00 above but except brick. (old brick to be re used in this items).

M&L brick work with sub class 'B' 'brick in any radius built cement mortar 1:4, half brick thick wall complete all as specified and as directed.

All as per item No 27.00 above but except brick (old brick to be re-used in this item).

M&L walling of random rubble, uncoursed , well bonded bedded and solidly hearted, built in CM 1:4 compleete all as specified and directed.

All as per ser item No 29.00 above but except stone (old stone to be re used in this items).

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

Excavating in post holes (or similar holes) each n.exc 0.5 cum, getting out in loose/soft soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance n.exc 50 m and making good surface complete all as directed.

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

S&F plain galavanized mild steel sheeting 0.63mm thick in ridges, hips, valley gutters, drip and strep flashings (length and girth as fixed) with grade of zinc coating 135 complete all as directed.

M&L cutting holes in stone walls built in cement mortar for inserting hold fasts and making good dismantled portion in cement mortar 1:3, exc half brick & not nec one brick complete all as directed. (Depth of embedded portion of hold fasts or lungs measured from the face of the jamb into the wall).

S&F Joist, channel, angle, or tee sections fixed independentaly, without connecting plates, etc. (cut to ordinary lengths i.e within 20mm of the length indicated) conf to Fe-410-w or E-250 quality 'A' complete all as specified and directed.

M&L preparation of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.

M&L providing precast cement concrete (1:2:4) type B1, using 20mm graded crushed stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span,cills, steps, seismic and other similar bands, plinth courses, string courses , lacing courses, parapits and railings upto 60cm in height, copings kneelers, apex stones, bed plates, kerbs, water throughs and the like including weathering slightly rounded or chamfered angles and throating as directed.

M&L providing cement concrete 1:3:6 type C-1 concrete, using 20mm graded stone aggregate as in water troughs, surface channels and drains and benching including finishing the top of benching even and smooth using extra cement complete all as directed.

M&L manually excavating and removing earth from desilting chamber incl site clearance for working area removed safely all stone patties (if stone patties break in removal process, same should be replaced, clean the chamber and pit completely all as directed.

M&L sand stone slabs, self faced 30mm to 50mm thick, 25cm to 35cm wide, not exc 2m length hoisted and set, jointed and grouted in cement mortar 1:3 or cement mortar 1:4 including taking down and removing old stone slab complete all as specified and directed.

All as per item No 41.00 above but except stone. Note: old u/s stone reterived from serial item here in before shall be used under this item.

Rendering 10mm thick on brick wall/concrete surfaces in cement mortar (1:4) complete all as directed.

M&L flush pointing in CM 1:3 to random or polygonal rubble, uncoursed or brought upto courses complete all as specified and directed.

Reinforced concrete pipes, class NP2, 300mm dia laid and jointed complete with collars complete all as specified and directed.

Excavation in trenches not exc 1.5 metre wide and not exc 1.5 metre in depth for foundation of poles, struts, stays, laying of cables etc and getting out in soft/loose soil complete all as specified.

Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 cm in soft/loose soil.

Removal of surplus excavated soil to a distance exc 50m but not exc 100m and depositing where directed at a level n.exc 1.50 metre above the starting point complete all as specified.

M&L checking the effectiveness of rain water harvesting pit, manually excavating and removing earth/spoil from desilting chamber incl site clearance for working area removed safely all stone patties (if stone pattie break in removal process, same should be replaced) clean the chamber, pit and existing bore with compressor scrap and remove 30cm layer from top fill ponding the complete pit of approx size 2m x 10m x 2m through chamber twice complete all as specified and directed.

M/s Sawdeshi Cool Air

Hitesh Construction

J.J.ENGINEERING