PROVISION OF SEWAGE DISPOSAL SYSTEM AND RECONSTRUCTION OF DAMAGED WALL/INCREASE OF PERIMETER WALL HEIGHT AT AF STN BHUJ

Amount

Earth work in excavation by mechanical means(Hydraulic excavator)/ in foundation trenches or drains upto 1.5m depth (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. and getting out in any type of soil complete all as specified and directed.

Earth work in excavation by mechanical means(Hydraulic excavator)/ in foundation trenches or drains exc 1.5m and n.exc 3.0m in depth (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. and getting out in any type of soil complete all as specified and directed.

Returning & filling in trenches including spreading, levelling and watering and well ramming in layers n.exc 25cm with soil complete all as specified and directed.

Removing excavated material soil exc 250m but n exc 500m and depositing where directed at level n.exc 1.5m above starting point complete all as specified and directed.

Material and labour for plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) in foundation filling mass concrete, and under PCC ramp for down stream of grill/grating complete all as specified and directed.

M&L for cement concrete (1:3:6) type C2 using 40mm graded stone aggregate in bed to drain pipe including packing under and hunching against the sides of pipes after they are laid and tested complete for pipe size of 150mm bore complete all as specified and directed.

M&L for cement concrete (1:3:6) type C2 using 40mm graded stone aggregate in bed to drain pipe including packing under and hunching against the sides of pipes after they are laid and tested complete for pipe size of 200mm bore complete all as specified and directed.

M&L for providing cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) in surfaces channels and drains complete all as specified and directed.

M&L Pre-cast cement concrete block masonry with solid blocks of mix (1:3:6) type C1 exc.10 CM in width and setting in cement mortar (1:6) Complete complete all as specified and directed.

M&L 15mm thick rendering in CM (1:6) on brick surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L for corrosion Resistant steel (CRS) High Strength Deformed TMT bars as in reinforcement 6mm to 8mm dia cut to length bent to shape as required including cranking bending and binding with & including mild steel (annealed) wire not less than 0.9mm dia complete all as specified and directed..

M&L precast cement concrete, type B1(1:2:4) using 20 mm graded aggregate, in landings, cover slabs (for manholes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and setting in mortar complete with joints to match complete all as specified and directed.

S&F Reinforced cement concrete pipes 150 mm dia, class NP2 including collars laid in trenches and jointed with CM 1:1 complete all as specified and directed.

S&F Reinforced concrete pipes 200 mm dia, class NP2 including collars laid in trenches and jointed with CM 1:1 complete all as specified and directed.

Cutting in to existing manholes for connecting new drains, internal dia of pipe 150mm making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished even using without extra cement and reforming benching as required complete all as specified and directed..

Demolition and breaking up drain pipes, 100/150 mm internal dia (Salt glazed stoneware, AC or reinforced concrete) (internal dia) set in cement mortar including haunching and bed concrete complete all as specified and directed..

M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in bed to drain pipes of size 150 mm bore, including packing under & haunching against the sides of pipes after they are laid and tested complete all as specified and directed..

M&L for salt glazed stone ware drain pipes of 150 mm internal dia, grade `A’ ISI marked laid to slope in trenches, jointed in CM 1:1 and tested complete all as specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and softs (if any) of foundation and plinth beams, and similar work, vertical or to batter for rough finished surfaces of concrete complete all as specified and directed.

Material & Labour for Reinforced cement concret M-30 (Design mix) using 20mm grades stone aggregate as in foundations footings ,plinth beams, etc. complete all as specified and directed.

M &L Formwork to sides of pillars, posts, piers, struts, columns and stanchions for fair finished surfaces of concrete Complete all as specified and as directed.

Material & Labour for Reinforced cement concret M-30 (Design mix) using 20mm grades stone aggregate as in columns, gate pillar etc Complete all as specified and as directed.

M&L formowork to sides of lintel beam,floor/roof beam , lintel beam for extra grating for water drains for fair finished surfaces of concrete complete all as specified and directed.

M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded stone aggregate as in lintel beam, floor/roof beam, tie beam, lintel beam for extra grating for water drainsetc complete all as specified and directed.

M&L for rendering 5mm thick in CM (1:3) on RCC surfaces finished even and fair complete all as specified and directed.

M&L for rendering 10mm thick in CM (1:6) on fair faces of concrete surfaces finished even and fair complete all as specified and directed.

M&L for preparing new plastered surfaces and applying two coat of cement base paint (as approved by GE) over a coat of primer complete all as specified and directed.

M&L for rolled mild steel conforming to Fe-290 (GradeE-165) as in framed work such as gratings , cattel trap walk way etc.complete all as specified and directed. Note:- The quoted rates includes for welding and fixing etc. as directed by GE.

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

M&L for forming V groove in plastering n.exc 12mm deep and n.exc 15mm on face etc all as specified at junciton of RCC & PCC block masonry complete all as specified and directed.

M&L for PVC (SWR) pipes 75mm bore ( or nearest higher size), ISI marked, complete all as specified and directed.

M&L for corrosion Resistant steel (CRS) High Strength Deformed TMT bars 10mm dia and over cut to length bent to shape required incl cranking bending spirally for hooping for columns , or renwork , hooping ends and bending with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and directed.

All as per item No 32 abvoe , but 5mm dia and over upto and including 10mm dia in stirrups, ties, spacers and binders complete all as specified and directed..

Supply and fixing Galvanised. 2 strand, steel barbed wire 2.24m dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, secruing or typing at crossings with and provison of galvanised mild steel wire, staples or steel pins, etc complete all as specified and directed.

Supply and fixing galvanised steel punchedtype concertina coil 1050 mm dia when stretched (stretched to 8 mtr length) placing on top of the wall inside the Angle iron horns/GI barbed wire, tying with necessary GI wire complete all as specified and directed.

Supply and fixing filler board of 25mm thick in between crumple joint complete all as specified and directed.

Demolition of reinforced cement concrete of any description not otherwise described complete all as specified and directed.

Demolition/dismantling of precast PCC block masonry wall of any description any height, etc. complete all as specified and directed.

Removing demolished materials of RCC/PCC from site, transporting and depositing off outside MOD land complete all as specified and directed.

Separating scrapping and cleaning of reinforcement steel obtained out of demolition complete all as specified and directed.

Dismantling exising angle iron horns of any description including barbed wire complete all as specified and directed.

Dismantling exising galvanised steel punchedtype concertina coil 1050 mm dia placed on top of the wall inside the angle iron horns/GI barbed wire, tying with necessary GI wire complete all as specified and directed.

M/s Pal Builders

RAMDEV CONSTRUCTION CO.