Special repair to sewage line of Offrs Mess, JCOs mess, ORs cook house and Adm block of HQ 33 Inf Bde at Jaipur Mil Stn under GE(S) Jaipur

Amount

Excavation in trenches not exc.1.5 m wide and not exc.1.5 m in depth for foundation or for shafts, walls, manholes etc not exc 10 Sqm on plan and getting out in any type of soil

All as per item no 1 above but depth exc 1.5 m and not exc 3m

Removal of excavated soil to a distancen exc. 50m upto a distance 250 m and depositing where directed at a level nor exe 1.5 m above the starting point.

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

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete

Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concretebut excluding ashlar facings, dressed stonework and precast concrete articles.

M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4

M&L for rendering 15mm thick in cement mortar 1:4 on fair face of brick work or concrete surfaces using wpc , finished evev and smooth without using extra cement complete as on specified (Note : WPC shall be measured separately)

M&L for rendering 15mm thick in cement mortar 1:4 on stone masonry surfaces or surface other than fair face of brick work of walls, finished fair & even. Complete all as specified.

Demolition of reinforced cement concrete as in RCC Man hole covers

S&F TMT bar 8 mm dia , cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia as specified .

Demolition of PCC in ground floors and pavings not exc 15cm thickness ( below or above ground level )

M & L for cement concrete ( 1:2:4 ) type B1 using 20 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement Note : Forming fair finished channel for drain using extra cement will be measured and paid for separately.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc

Demolition and breaking up drain pipes salt glazed stone ware AC or reinforced concrete set in CM 1of following sizes :-

100 mm dia

150 mm dia

200 mm dia

S&F salt glazed stone ware drain pipes of 100mm bore, grade `A', ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified.

S&F salt glazed stone ware drain pipes of 150mm bore, grade `A', ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified.

S&F salt glazed stone ware drain pipes of 200 mm bore, grade `A', ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified.

Reinforced concrete pipes class NP 2 laid to slope in trenches and jointed complete with collars of dia 150mm dia.

Reinforced concrete pipes class NP 2 laid to slope in trenches and jointed complete with collars of dia 200mm dia.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 100 mm bore pipe all as specified and directed by Engineer-in-charge.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe all as specified and directed by Engineer-in-charge.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 200 mm bore pipe all as specified and directed by Engineer-in-charge.

Dismantling of cast iron drain pipe of 100mm bore, jointed in CM and taking out of trenches, if required. Note :- Excavation & earthwork shall be measured and paid separately.

All as per item No. 24 above but CI drain/vent pipe of 75mm bore.

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 75mm bore as per IS :3989, ISI marked, in any length, without ears, with cement joints, laid in floors all as directed by Engineer-in-charge.

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 100mm bore as per IS :3989, ISI marked, in any length, without ears, with cement joints, laid in floors all as directed by Engineer-in-charge.

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 100mm bore as per IS :3989, ISI marked, in any length, without ears, with cement joints, fixed to walls.

S&F cast iron bend (any radius) of 75mm bore.

S&F cast iron bend (any radius) of 100mm bore.

S&F cast iron bend (any radius) of 75mm bore with oval access door.

S&F cast iron bend (any radius) of 100mm bore with oval access door.

S&F 100mm dia cast iron branch piece, single (equal or unequal), ordinary or inverted (spigot or socket type) with oval access door.

S&F 75 mm dia cast iron branch piece, single (equal or unequal), ordinary or inverted (spigot or socket type) with oval access door.

S/F of PVC SWR pipe single socketed in any length with rubber ring joints.laid in floors75 mm dia

Ditto all as per item No 35 above but 75 mm dia pipe fixed to wall

S/F of PVC SWR pipe single socketed in any length with rubber ring joints.laid in floors110 mm dia

Ditto all as per item No 37 above but pipe fixed to wall

S&F 100mm dia cast iron cowls.

S&F UPVC (SWR) vent cowl of 110mm bore.

S&F UPVC (SWR) vent cowl of 75mm bore.

S&F SGSW gully trap square or round mouthed type 'P' of size 150 x 150 mm with CI grating including raising upto plinth protection with PCC 1:2:4 type B-1 and covered with stone slab complete.

Cutting into existing manholes for connecting new drains 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 and reforming benching as required for 150 mm bore pipe.

Ditto all as per item No 43 abovebut 200 mm dia pipe

M/L 75 mm thick PCC type D-2 (1:4:8) using 40mm graded stone aggregate as in sub base

M/L Chequered cement concrete tiles 20cm X 20cm X 25mm thick set jointed and pointed in neat cement slurry in floor with grey cement and pigment over 15mm thick screed bed in cm (1:6)

Supply only water profing compound.

UNIVERSAL INFRAPROJECT PVT LTD

S.R.Enterprises

Smita Constructions