REPAIR REPLACEMENT OF SEWAGE SYSTEM IN AHRR COMPLEX UNDER GE EM RR HOSPITAL DELHI CANTT 10

Amount

M&L for excavation in trenches, in hard/dense soil, not exc 1.5 m wide and not exc 1.5 m deep for foundation, laying sewage lines or for shafts, manholes etc., not exc 10 sqm on plan and not exc 1.5 m depth etc and getting out excavated material, complete all as directed.(Note:-Excavation will be done manually)

All as per srl item No 1.0 here-in-above but depth exc 1.50 m and not exc 3.00 m .(Note:-Excavation will be done manually)

All as per srl item No 1.0 here-in-above but depth exc 3.00 m and not exc 4.50 m .(Note:-Excavation will be done manually)

M&L for excavation in trenches, in hard rock, not exc 1.5 m wide and not exc 1.5 m deep for foundation, laying sewage lines o for shafts, manholes etc, not exc 10 sqmtr on plan and not exc 1.5 m depth etc and getting out excavated material, complete all as directed. (Note:-Excavation will be done manually)

All as per srl item No 4.0 here-in-before but depth exc 1.50 m and not exc 3.00 m .(Note:-Excavation will be done manually)

M&L for cutting of existing road 1.5 m wide and upto 1.5 m deep and getting out excavated material, complete all as specified and as directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick, complete all as directed.

Removal of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as directed.

Demolition and breaking of drain pipes (Salt glazed ware, AC or reinforced concrete) upto 300 mm dia, set in cement mortar and removing rubbish off premises exc 500 mtr in low lying area, complete all as directed.

Demolition of un-reinforced cement concrete in ground floor and paving any thickness below and above ground level, complete all as directed.

M&L for PCC cement concrete 1:4:8, type D-2, using 40 mm graded stone aggregate as in foundation mass concrete, complete all as directed

M&L for 300 mm bore reinforced concrete pipes, class NP2, laid and jointed with and including collars, complete all as specified and directed.

M&L for 200 mm bore reinforced concrete pipes, class NP2, laid and jointed with and including collars, complete all as specified and directed.

M&L for 150 mm bore reinforced concrete pipes, class NP2, laid and jointed with and including collars, complete all as specified and directed.

M&L for PCC 1:3:6, type C-2 using 40 mm graded stone aggregate as in concrete bed to drain pipe including packing under and hunching against the all sides of pipe upto 300 mm bore, complete all as specified and directed.

M&L for PCC 1:3:6, type C-2 using 40 mm graded stone aggregate as in concrete bed to drain pipe including packing under and hunching against the all sides of pipe upto 200 mm bore, complete all as specified and directed.

M&L for PCC 1:3:6, type C-2 using 40 mm graded stone aggregate as in concrete bed to drain pipe including packing under and hunching against the all sides of pipe upto 150 mm bore, complete all as specified and directed.

M&L for cutting into existing manholes for inserting SWG / RCC pipe upto 300mm dia 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-I, smooth finished and reforming benching as required, complete all as directed.

Demolition of brick/stone masonry built in cement mortar including all quoins, arches, pillars, granite platform etc, complete all as directed.

M&L for brick work built in cement mortar 1 : 6 straight or curved exc 6 m mean radius by using new sub class "B" old size brick etc, complete all as directed.

All as per srt item No 20 here-in before but using old serviceable bricks obtained from Srl item No 19 here-in before. ( The rate quoted by the tenderer shall also included necessary stacking, removing mortar from and cleaning bricks etc complete)

M&L PCC 1:2:4 type B1 using 20 mm graded stone agg as in kerbs manholes, benching finished even and smooth without using extra cement.

M&L for rendering in 15 mm thick on fair faces of brick work or concrete surface in cement mortar 1:4 using integral water proofing compound, complete all as specified and directed. (Note : The cost of WPC is not including in quoted rates and measured and paid separately under respective item only.)

Supply only integral water proofing compound conforming to IS-2645, complete all as directed.

Excavation/cleaning of silt, liquid mud and waste material (i.e. bottle, poly bags, garbage etc) in foul condition from manholes (depth of the manholes exc 1.0 Mbut n exc 8.0M) including taking out and removal of excavated material to a distance exc 1.5 Km and n.exc 5 Km and deposited where directed

Excavation of silt and liquid mud etc in foul condition in existing drain covered by cover slab including removal and placing of cover slab in original position (depth of the drain exc 0.5m and n exc 3.0m) including taking out and disposal of excavated material to a distance exc 1.5 Km and n.exc 5 Km and deposited where directed.

Demolition of cement concrete (reinforced) in ground floor and pavings n exc 15 cm thickness (below or above ground level) complete all as directed.

M&L reinforced cement concrete type B1(1:2:4) 20 mm graded aggregate nomonal mix as cover slab complete all as specified.

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

ASHISH GARG AND COMPANY

SANJEEV ENTERPRISES

Shivam Firetech Engineers

SHIVA ENTERPRISES

friends associeates

R D ENTERPRISES