Special repair to Sewage Line of 27 Mech Inf in Army area Jodhpur

Amount

Excavation in trenches n.exc 1.5 mtr wide and n. exc 1.5 mtr depth for foundation, forshafts, wells,cesspits, manholes, Pierholes etc n. exc 10 sqm on plan and n. exc 1.5 mtr in depth and getting out in hard dence soil.

All same as item No. 01 above but exc 1.5 mtr and n.exc 3.0 mtr deep.

Excavation in trenches n.exc 1.5 mtr wide and n. exc 1.5 mtr depth for foundation, forshafts, wells,cesspits, manholes, Pierholes etc n. exc 10 sqm on plan and n. exc 1.5 mtr in depth and getting out Soft soil.

Demolition and breaking up RCC/Salt glazed stoneware drain pipe set & jointed in cement mortar laid in trenches 150mm bore of pipe.

Demolition and breaking up RCC/Salt glazed stoneware drain pipe set & jointed in cement mortar laid in trenches 200mm bore of pipe.

Demolition and breaking up RCC/Salt glazed stoneware drain pipe set & jointed in cement mortar laid in trenches 250mm bore of pipe.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for remaval of debirs to a distance n exc 50mtrs and depositing where directed complete all as specified and as directed by Engr-in-Charge.

M&L for plain cement concrete 1:2:4 type B-1 using 20 mm graded stone agg as in surface channel or benching including finishing the top of benching even and smooth using extra cement (Forming fair finished channel shall be measured separately).

Material an labour for RCC pipe NP-2 150mm bore laid in trenches over existing bed and jointed complete with coller fixed and jointed in cement mortar and tested completed all as directed.

Material an labour for RCC pipe NP-2 200mm bore laid in trenches over existing bed and jointed complete with coller fixed and jointed in cement mortar and tested completed all as directed.

Material an labour for RCC pipe NP-2 250 mm bore laid in trenches over existing bed and jointed complete with coller fixed and jointed in cement mortar and tested completed all as directed.

Material and labour cement concrete (1:4:8) type D-2 bed to drain pipe including packing under and haunching against the sides of pipes for pipe after they are laid complete all as specified.

M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling in mass conc.

Demolition of stone masonry built in cement mortar all as specified and directed by Engr-in-Charge.

M&L for squarred rubble walling Jodhpur type regular coursed well bonded ,bedded and solidly hearted built in cement mortar 1:6 all as specified and directed

All as per item No 15 above but except stone in CM 1:6

Extra over stone walling for hammer dressing to face stone & dressing of face beds & joints as specified of squared rubble walling Jodhpur type brought upto courses with maximum depression of face from straight edge held against the dressed surface n exc 20mm and dressing face beds and joints.

M&L for 15 mm thick rendering in cement mortar 1:4 on stone masonry surface (Internally) of walls mixed with WPC, as per manufacturer’s direction and finished the surface even and smooth without using extra cement.

M&L for 15 mm thick rendering in cement mortar 1:6 on stone masonry surface (externally) of walls mixed with WPC, as per manufacturer’s direction and finished the surface even and smooth without using extra cement.

Material and labour for plain cement concrete 1:2:4 type B-0 using 12.5mm graded crushed stone agg as in coping of manhole including necessary form work complete all as directed.

Supply only waterproofing compound (ISI Marked).

Returning , filling in soft (any type) incl spreading levelling, watering and well ramming in layers not exceeding 25 Cm thick all as directed.

Removing surplus excavated material exc250m but n.exc 500m where directed at a level not exceeding 1.5 Mtr above the starting point all as directed.

Supply and Fix cast iron foot steps, n. exc 5 Kg each in manholes.

S&F 75mm thick Jodhpur type stone slab not exc 2m in length dressed all face & along exposed edged size faced both sided as in drain cover.

S&F machine made precast cement concrete blocks (interlocking paves) colour rubberised 60mm thick with 6mm top layers of ante abrasive material laid over 25mm thick sand cushion . The interlocking joints shall be filled with fine sand . The compressive strength of layer shall not be less than 350 Kg/Cm2.

Cutting in to existing manhole for connecting new drains and 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 B-1 smooth finish and reforming benching as asked. (a ) 150 mm dia

All as per item No 27 above but 200 mm dia

Dismantling wrought iron or mild steel work of any description .

S & F for mild steel work in tubuler posts , rafter, purline etc. including special shaped washer etc. complete using ERW or including butt welded tubes conforming to IS-1161-1976 grade st -240 complete all as specified and directed.

Dismantling of sand cast,cast iron or RCC drain pipe jointed in cement mortar of size 100mm bore as directed

S&F sand cast,Cast Iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors 100mm dia complete all as specified and directed.

S&F CI bends any radius 100mm dia all as specified and directed.

M&L PVC (SWR) guly trap 125/110mm setting and jointing with solvent cement

M &L for cutting to Bituminious road for laying of RCC hume pipe & making good as per road specification as per direction of Engr-in-Charge.

Cutting and grubbing of bushes grass and tree surrounding sewage line and levelling of ground around the sewage line, finish the surface and removing the waste material to distance exc. 50m and n exc. 250m and clearing the site.

Panwar Electricals

mahalaxmi enterprises

chhaba construction

H S Construction Co

ABHOG INFRASTRUCTURE PRIVATE LIMITED

BEYLIM INFRA

DEV INDUSTRIES

Jagdish Prashad and Company