CLEANING REPAIR OF SEWAGE LINES IN AREA A1 AND A2 AND REPAIRS TO COMPOUND WALL, DRAINS, FENCING IN AREA A2 OF AGE B/R-I UNDER GE (W) JRC

Amount

Taking out liquid/solid content/ soil/garbage from sump/septic tank and sewage lines either manually or by pumping cleaning thoroughly incl disposal of liquid/solid/soil/garbage content out of the Cantt Area and covering with layer of earth complete all as specified and directed by Engr-in-Charge. (Note: For de-sludging pumping/mechanical machine with closed container will be strictly used and not through any other means).

Provn of labour for opening cover of manhole / gully trap, floor trap / WHB / WC up to 1st manhole of any type and any size of mouth, any depth removing the sludge / solid content from the manholes / gully trap by manual / mechanical method, Contractor shall deploy minimum 02 ( two) Safaiwalas for this Area to carry out daily complaints and other works and cleaning the sewage line up to 1st manhole and incl all external sewage line in this total area of any dia and any depth either by water pressure, flushing with water or rodding and other suitable means at the discretion of the contractor at his own arrangement so as to remove the blokage and making the sewer lines and manholes /gully trap fully functional to the entire satisfaction of Engineer - in - charge and removing the sludge/ solid contents out side of defence land repositioning of the RCC / CI cover slab,grating all as directed by Engineer - in -charge. (Note:- Bamboos will be stirctly used for rodding purpose, all necessary tools and sefety materials will be provided by the contractor and these all are deemed with this quoted rate).

Excavation in trenches not exc 1.5m wide and not exc 1.5m deep for foundation etc for shafts, wells, cesspits , manholes pier holes, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

Excavation in trenches not exc 1.5m wide and exc 1.5m deep but not exc 3.0 mtr deep for foundation etc for shafts, wells, cesspits , manholes pier holes, etc n exc 10 sqm on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil as in sattled soil/waste materials from drain and thrown away as directed by Engr in Charge.

Surface excavation exc. 30 cm deep and averaging 25cm deep and getting out soft/loose soil as in sattled soil/waste materials from drain and thrown away as directed by Engr in Charge.

Demolition and breaking up drain pipes 150mm bore (salt glazed ware, AC or Reinforced) set in cement mortar all as spd and directed

Demolition and breaking up drain pipes 200 mm bore (salt glazed ware, AC or Reinforced) set in cement mortar all as spd and directed

M &L for 150mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as spd and directed

M &L for 200mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested complete all as spd and directed

M&L for concrete bed for 150mm in PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M&L for concrete bed for 200mm inPCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Cutting into existing manholes for connecting new drains(internal dia of pipe 150mm to 225mm making good to open 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 finished and reforming benching.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cms in soft /loose soil.

Removing excavated material n exc 50 m depositing where directed at a level n exc 1.5m above the starting point complete all as spd.

Dismantling of 100/75mm dia cast iron/PVC pipe or reinforced concrete drain pipes, jointed in cement motar and taking out of trenches , if required.

S&F PVC (SWR) pipes single socketed in any length with rubber joints fixed in trenches 110 mm bore fixing in repair

S&F PVC (SWR) pipes single socketed in any length with rubber joints fixed to wall 110 mm bore fixing in repair

S&F in replacement PVC (SWR) bend/shoe of any radius for 110mm bore pipes complete all as specified.

S&F in replacement PVC (SWR)PVC (SWR) vent cowl for 110mm bore pipes complete all as specified.

S&F PVC (SWR) pipes single socketed in any length with rubber joints fixed to wall 75 mm bore fixing in repair

S&F in replacement PVC (SWR) bend/shoe of any radius for 75mm bore pipes complete all as specified.

Demolition of brick work built in cement mortar including all quoins, arches, pillar etc, but excluding ashlar facings complete all as specified and directed by Engr-in-Charge.

Material and labour for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius with old size bricks built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge

Taking down cement or cement lime plaster any description on brick walls etc. including racking out joints hacking for keys scrubbing down with water.

M&L rendering 15 mm thick in CM 1:4 on brick work (other than fair faces)including finishing the surface fair and even without using extra cement.

Demolition of cement concrete in ground floor and paving n.exc 15 cm thick (below or above ground level complete.

Material and labour for cement concrete foundation 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete and under floor as sub base etc., complete

Material and labour for cement concrete 1:3:6 Type C-1(using 20 mm graded stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC 1:3:6 Type C-1(using 20 mm graded stone aggregate) as in surface channels and drains/benching of manhole, laid to shape and slope and surfaces finished even and smooth using extra cement, complete including all form work etc all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.

Demolition of re-inforced Concrete of any description and in any position not otherwise specifically provided for.

M&L RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast RCC manhole / septic tanks, drain, covers including all form work and setting in CM 1:4 all as specified and shown on drgs.

M&L mild steel TMT bars 6 to 8mm dia, 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 0.9mm dia or securing with clips

Supply and fixing steel fibre RCC manholes covers & frames heavy duty circular/rectangular (as per IS-12592) medium duty for clear opening 450-600mm complete all as specified and as directed by the Engineer-in-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground.

Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillets, if any weight n. exc. 4kg per Sqm

Dismantling wrought iron or mild steel work of any description not otherwise provided for (as in barbed wire fencing).

Excavation in post holes each nexc 0.50 cum , getting out, returning filling in and ramming earth or broken rubble mixed with earth in layers not exceeding 25cm in soft/loose soil

M & L for PCC (1:3:6) type C-2 (using 40mm graded crushed stone aggregates ) lean concrete as in foundation, filling and mass concrete of post complete all as specified.

Mild steel work in hand rails, wind ties, MS angle posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling, bolting or riveting etc, and similar work

S&F galvanized 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and including provision of galvanized mild steel wire complete all as specified. (Note :- Each line shall be measured and paid for separately).

M&L for PCC (1:2:4) type B-1(using 20 mm graded stone aggregate) as in cills, PCC blocks, coping, seismic and other similar bands, plinth bend/beam, etc including weathering slightly rounded or chamfered angles and throuting , including necessary form work etc all as specified.

M& L for MS work as in Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165

M & L for Mild steel round 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 0.9mm dia or securing with clips Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde E-165)

M & L for 5 to 10mm dia mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long

Supply only chain link MS galvanised fencing any size and any type complete all as specified and directed

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.

M & L for applying two coat of synthetic enamelled paint over one coat of red oxide primer including preparation of new steel surfaces of any description not otherwise described over 10 CM girth or width all as directed by the Engr in charge

Demolition of cement concrete in ground floor and paving n.exc 15 cm thick (below or above ground level complete.

M&L Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring, hard standing, Manhole, drain etc.

M&L machine pressed precast coloured concrete coloured interlocking paver blocks any shape and size confirming of IS 15658: 2006 of 60mm thick , M-35 laid and jointed with grey cement and pigment.

M & L for 25mm thick Sand filling under floors or in foundations including watering and consolidation

Demolition of brick work built in cement mortar including all quoins, arches, pillar etc, but excluding ashlar facings complete all as specified and directed by Engr-in-Charge.

M&L brick work with sub-class 'B' bricks, straight or curved on plan exceeding 6 M mean radius built in CM 1:6.

M&L brick work with sub-class 'B' bricks, straight or curved on plan exceeding 6 M mean radius built in CM 1:6 but accept brick

Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work.

Taking down cement or cement lime plaster any description on brick walls etc. including racking out joints hacking for keys scrubbing down with water.

M&L 15mm thick rendering in CM 1:4 on external surface of brick work , finishing the surface even and fair without using extra cement

Material and labour for preparation of new plastered surfaces on walls and applying two coats of cement base paint over one coat of cement primer complete all as specified.

SANMATI UDYOG (BID ID -3506203)

M/s GURFATEH BUILDERS (BID ID -3509246)

ASHWANI SETHI (BID ID -3503399)

M/S Kuldip Construction Co. (BID ID -3503247)