Repair to sewage line, manhole and drains at Mil Stn Patiala under GE (South) Patiala.

Amount

Excavation in trenches in soft/loose soil not exceeding 1.50 metre wide and not exc. 1.5 metre in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

As per Serial item No. 1 but exceeding 1.50 metre and not exceeding 3 metre depth complete all as specified and as directed by Engineer-in-Charge.

As per Serial item No. 1 but exceeding 3 metre and not exceeding 4.5 metre depth complete all as specified and as directed by Engineer-in-Charge.

Demolition of brick work built in cement mortar or cement lime mortar in all quions etc complete all as directed by Engineer-in-Charge.

Brick work using Sub class “B” bricks, straight or curved on plan not exceeding 6 metre mean radius built in cement mortar (1:4) complete all as specified and directed by Engr-in-Charge.

All as per Serial item No. 6 here in before but using old serviceable bricks

Brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 as in drains including nescessary filling & jointing with cement mortar on other side of drain Complete all as specified and directed by Engineer-in-Charge

All as per Serial item No 07 above but using old bricks

Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and directed by Engineer-in-Charge.

Cement plaster 15 mm thickon fair faces of brick work in CM 1:4 and finished fair and even using extra cement with or without using WPC complete all as specified and directed by Engr-in-Charge. Note: - Locations for use of WPC shall be given by Engineer Incharge and WPC Shall be measured and paid for separately under respective item.

Preparation of new plastered or unplastered surfaces of walls etc., and applying two coat of cement base paint over a coat of chalk whiting (as primer) complete all as specified and as directed by Engineer-in-Charge.

Supply only integral water proofing compound complete all as specified and directed by Engineer-in-Charge.

Cement concrete 1:2:4 type B-1 using 20mm graded mechanically crushed stone agg as in benching of manholes, coping , bed blocks plinth course bands, stops etc including necessary form works complete all as specified and directed by Engr-in-Chage.

PCC (1:4:8) type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation of manholes completed all as specified and directed by Engineer-in-Charge.

Demolition by breaking up drain pipes salt glazed stone ware pipe any dia jointed in cement mortar and taking out of root trenches removing the debries from site complete all as specified and directed by Engineer-in-charge.

Reinforced concrete pipes of 150mm dia, class NP2, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.

Reinforced concrete pipes of 200 mmdia, class NP2, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.

Reinforced concrete pipes of 300 mmdia, class NP2, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

Demolition of Rainforced cement concrete of any description and manhole covers, in any position not otherwise described for (such as in bed, haunching & packing of sewer lines, benching of manholes, copings etc.) complete all as directed by Engineer-in-Charge and removal of debris outside the premises.

RCC (1:2:4) type B-1 using 20mm graded mechanically crusted stone aggregate as in precast slabs for covers of manholes and set in CM 1:6 including necessary form work and placing of manholes cover in version complete all as specified and directed by Engr-in-Charge.

TMT bars 8 mm dia cut to length bent to shape required including cranking bending spirally hooking ends and binding with mild steel wire not less than 0.9mm dia (annealed) complete all as specified and directed by Engr-in-Charge. (Note : The payment shall be made only after placing of cover on manholes).

S&F mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding witgh and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

Returning and filling including spreading leveling , watering and well ramming in layer not exceeding 25cm thick complete all as specified and directed by Engr-in-Charge.

Cutting into existing manhole for connecting internal dia pipe 150 mm in new drain, making good to pipe and rendering cutting out existing beaching for chennel ( 1/2 or 3/4 section) in cement concrete 1:2:4 type B-1 by repairing benching as required completed all as specified and diredcted by Engr-in -charge.

Cutting into existing manhole for connecting internal dia pipe 200 mm in new drain, making good to pipe and rendering cutting out existing beaching for chennel ( 1/2 or 3/4 section) in cement concrete 1:2:4 type B-1 by repairing benching as required completed all as specified and diredcted by Engr-in -charge.

Cutting into existing manhole for connecting internal dia pipe 300 mm in new drain, making good to pipe and rendering cutting out existing beaching for chennel ( 1/2 or 3/4 section) in cement concrete 1:2:4 type B-1 by repairing benching as required completed all as specified and diredcted by Engr-in -charge.

Removing excavated spoil to a distance not exceeding 50 metre and deposting where directed at a level not exceeding 1.5 meter above the starting point complete all as specified and directed by Engineer-in-Charge.

M&L Machine pressed rubber moulded precast cement concrete interlocking paver block any shape and size with grey cement & pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade & including filling of interstices with fine sand over including 50 mm thick layer of sand cushion complete all as specified and directed by Engr-In-Charge.

Except Machine pressed rubber moulded precast cement concrete interlocking paver block any shape and size with grey cement & pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade & including filling of interstices with fine sand over including 50 mm thick layer of sand cushion complete all as specified and directed by Engr-In-Charge.

Taking down of eaves gutters and rain water pipes of any size or pattern including all fittings etc complete all as specified and directed by Engineer-in-Charge.

M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) junction single, (single T) equal or un equal of 110 mm bore of pipe complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) bends any radius of 110 mm bore with out access door complete all as specified and directed by Engineer-in-Charge.

Dismantling stone slabs and tiles of any descprition or thickness in floor aprons etc complete all as directed by Engineer-in-Charge.

Material and Labour for providing factory made Precast Cement Concrete kerb stone, 1:2:4 type B1 (using 20mm graded aggregate) with plain fair faces, including chamfers, weatherings, throating etc. and set in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge. Note- (i) The minimum size of Kerb stone shall be 300mmx300mmx100mm and shall be embedded in the ground average 10cm deep. The quoted rates includes embedding kerb stone and temping ground around kerb stone and removal of surplus soil, etc.

PCC 1:2:4 type B1 (using 12.5mm graded stone aggregate) as in roof kerbs, mud stops,steps small sumps and like items slightly rounded or chamfered on the edges all as directed by Engineer-in-Charge.

Preparation of old curve stone surfaces of any desctiption over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.

Raking out joints/ponting to brick work in wall or to bricks on edge in floors surface channels, roofs etc. complete all as specified by Engineer-in-Charge.

Taking up or down Steel Tubing 15mm bore (dia) and Connections, segregating the Serviceable Pipes and Connections, stacking properly at Site(s) and keep in Safe Custody for re-use, complete all as specified and as directed by Engineer-in-Charge.

Taking up or down Steel Tubing 20mm bore (dia) and Connections, segregating the Serviceable Pipes and Connections, stacking properly at Site(s) and keep in Safe Custody for re-use, complete all as specified and as directed by Engineer-in-Charge.

S&F GI tubing medium grade galvanised with all fitting and fixed complete to walls and ceilings or laid in floors bore of tube 15 mm complete all as specified and directed by Engineer-in-Charge.

S&F GI tubing medium grade galvanised with all fitting and fixed complete to walls and ceilings or laid in floors bore of tube 20 mm complete all as specified and directed by Engineer-in-Charge.

S&F in repair for PVC water storage tank 500 Litre capacity HDPE double layer ISI marked fixed & hoisted in position on staging or roof complete with locking arrangement, over flow pipe, air lock pipe, Ball valves, high pressure of PTMT with, ISI marked complete all as specified. including dismantling of old tanks of of any description complete all as specified and directed by Engineer-in-Charge.

S&F ball brass valves high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed bore of pipe 20mm fixed in repaires complete all as specified and directed by Engineer-in-Charge.

Supply and fixed (in repair) stop valves, cast copper alloy ISI marked screwed down, high pressure, with crutch or butter fly handle screwed both ends for iron pipe or for unions, suitable for 20 mm bore tubes, complete all as specified and directed by Engineer-in-Charge.

S&F (in repair) stop valves, cast copper alloy ISI marked screwed down, high pressure, with crutch or butter fly handle screwed both ends for iron pipe or for unions , suitable for 15 mm bore tubes, complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 75 mm outlet dia PVC (SWR) floor trap, with CP grating including jointing to waste pipe with solvent complete all as specified and directed by Engineer-in-Charge.

S& F in repairs stainless steel grating suitable for 75 mm bore dia pipe complete all as specified and directed by Engineer-in-Charge.

M&L Chequered grey cement concrete tile 30x30 cmX18mm mm thick with grey cement and pigment red colour size of set jointed and pointed in neat cement 1:4 screed bed 15 mm thick slurry in floor and complete all as specified and directed by Engineer-in-Charge.

M&L 75mm thick Cement concrete 1:4:8 type D-2 using 40 mm stone aggregate as in foundations, fillings and mass concrete or sub base under floors complete all as specified and directed by Engineer-in-Charge.

M&L PCC 1:2:4, type B1 using 20 m aggregate as in surface channels & drains complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4 type B2 using 40mm graded stone aggregate, 75mm thick in Flooring laid in panels and finished even and fair including necessary form work complete all as specified and directed by Engineer-in-Charge. Note : Expension Joints 12mm wide to the full depth of PCC shall be provided to form square of 2mx2m and shall be filled with mixture of bitumen and sand 1:3 by weight. Cost of this provision shall be deemed to be included in quoted rate for concrete .

Cleaning and removing all scale and dirct, etc form existing watre storage tank of capacity exc 250 litre and n.exc 500 litre by emptying, drying and cleaning the tank by scrubbing the dust with wire brush from the tank including cleaning from mouths of circulations pipe, complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete of any description and in any position complete all as specified and directed by Engineer-in-Charge.

Keyed pointing to brick walls in Cement Mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:3:6 C-2 in foundations, filling and mass concrete as in bed of drains complete all as specified and directed by Engineer-in-Charge.

M/s Harmans

M/s Anil Kumar and co.

RUPINDER SINGH SODHI

AR CONSTRUCTIONS

M/S RAJ KUMAR GUPTA