PROVN OF ADDN/ALTN OF EXISTING SEWAGE LINE (APPROX 520M) IN THE AOR OF THE GRC AND PROVN OF PATH AND GATE FOR BLDG NO P-58 BALRAM ENCLAVE IN AREA OF AGE B/R-II UNDER GE (W) JABALPUR

Amount

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out,in any type of soil, complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 150 mm internal dia of pipe complete all as specified and as directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 200 mm internal dia of pipe complete all as specified and as directed.

Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 300 mm internal dia of pipe complete all as specified and as directed.

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

Demolition of brick work built in cement mortar incl all quoins, arches, pillars etc, but excluding ashler facings, dressed stonework and precast concrete articles,complete all as specified and as directed.

M&L for Brick work using old size bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed.

Ditto all as per Srl item No above but except brick complete all as specified and as directed.

M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM(1:6), complete all as specified and as directed.

M&L for PCC type D-2(1:4:8) (using 40 mm graded stone aggregates) as in in foundations, filling and mass concrete complete all as specified and as directed.

M&L for PCC type B-0(1:2:4) (using 12.5 mm graded stone aggregates) as in coping ,benching, bed block, lintel band, Plinth courses etc and similar work including necessary form work complete all as specified and as directed

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces of wall in CM 1:4 with water proofing compound @ 2% of weight of cement and to be finished even and smooth without using extra cement complete all as specified and as directed.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces of wall in CM 1:4 and to be finished even and smooth without using extra cement complete all as specified and as directed.

M&L for laying DWCP 150 mm dia pipes in trenches of class SN-8 confiring to IS 16098 (Part-2) in 6 mtr length with coupler and all fittings & jointing materials for laiding of line complete all as specified and as directed.

M&L for laying DWCP 200 mm dia pipes in trenches class SN-8 confiring to IS 16098 (Part-2) in 6 mtr length with coupler and all fittings & jointing materials for laiding of line complete all as specified and as directed.

M&L for laying DWCP 300 mm dia pipes in trenches class SN-8 confiring to IS 16098 (Part-2) in 6 mtr length with coupler and all fittings & jointing materials for laiding of line complete all as specified and as directed.

S&F in repairs, SFRC MH Frame with cover of size 600mm x 450mm x 70mm thick srounded with steel strip 70 x 1.5 mm Reinforced as per manufacturer's design in Manufactured proccess laid over existing Man hole complete all as specified and as directed by Engr-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame :(a) M/s PS Concrete. (b) M/s KK Manhole. Or equivalent as approved by GE. (ii) Contractor shall provide PV alongwith manufacturer test certificate of SFRC cover.complete all as specified and directed by Engr-in-charge.

Ditto all as per Srl item No 19 above but MH frame with cover of Size 600x600x70mm complete all as specified and directed by Engr-in-charge.

Ditto all as per Srl item No 19 above but GT frame & cover of Size 800x600x70mm complete all as specified and as directed by Engr-in-charge.

M&L for precast cement concrete 1:2:4 type B-1 using 20 mm gradede stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary formwork and set in CM 1:6 complete all as specified and as directed.

M&L mild steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hooping for columns hooking end and bind & including binding with mild steel wire(annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.

Ditto all as per Srl item No 22 above but 6mm to 8mm dia,as in stirrups complete all as specified and as directed.

S&F for PVC (SWR) pipes 110 mm boresingle socketed, in any length with rubber ring joints, laid in trenches or in wall, complete all as specified and as directed.

S&F for PVC (SWR) pipes 75 mm boresingle socketed, in any length with rubber ring joints, laid in trenches or in wall, complete all as specified and as directed.

S&F for PVC (SWR) 75/110 bends of any radius, complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n exc 25cm thickness of soil retrieved from excavation complete all as specified and as directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting points etc complete all as specified and as directed.

Material and labour for 50 mm thick sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engr-in-Charge.

Material and labour for 60mm thick machine pressed glossy finish precast concrete interlocking paver block any shape and size & Colour M-40 grade with grey cement and pigment confirming to IS 15658-2006 complete all as specified and as directed.

M&L for 75 mm thick PCC 1:4:8 type C2 using 40mm graded stone aggregate laid in sub base and similar works, complete all as specified and as directed.

Material and labour chequered cement concrete tiles rubber moulded 300 x 300 x 25mm thick set, jointed and pointed in neat cement slurry in floors, with grey cement and pigment over and including 15 mm thick screed bedding in CM (1:6) ,complete all as specified and as directed.

Preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and as directed.

Bituminous premix asphaltic dense concrete 40mm consolidated any penetration bitumen thickness with 5.5% binder content (paving bitumen) by weight of total mix,over a tack coat of cationic bitumen emulsion (RS-1) confirming to IS 8887 at a rate of application of 0.4 to 0.6 kg/sqm on bituminious surface as specified in table 500 5 of MoRTH specification for road and bridge works 2013 using , rolled and compacted to required camber and gradient complete all as specified and as directed.

Cutting into existing manholes for any dia pipe,connecting new drains,making good to pipe and rendering cutting out existing branching for and forming branch channel in cement concrete1:2:4 type B1 smooth finished and reforming branching as required complete all as specified and as directed.

M&L for Cement concrete type B-2(1:2:4) (using 40 mm graded stone aggregates) as in in surface channels and drains complete all as specified and as directed.

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

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

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

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 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and as directed.

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 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and as directed.

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 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

Excavation over areas not exe 1.5m deep getting out in any type of soil complete all as specified and as directed.

Excavation over areas for each additional 1.5m or part thereof in depth beyond the first 1.5m deep and getting out in any type of soil complete all as specified and as directed.

M&L for hard core of gauge n.exc 63mm, of broken stone boulder,spread and levelled in layers n.exc 15mm thick watered and rammed to a true surface complete all as directed by Engr-in-Charge.

M&L for RCC (Design mix) M-25, using 20 mm graded stone aggregates as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.

M&L for RCC (Design mix) M-25, 20 using mm graded stone aggregates as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed.

M&L for RCC (Design mix) M-25, using 20 mm graded stone aggregates as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.

M&L for Formwork to sides of concrete foundations, footings, bases of columns, beams, sides and soffits (if any) of foundation and plinth/roof beams; and similar work; vertical or to batter for flat and Rough finished sur faces of concrete complete all as specified and as directed.

M&L for Formwork to faces of walls, retaining walls, abutments,parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter complete all as specified and as directed.

M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.

Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

M&L for 100 mm thick cement concrete type D2 1:4:8 (using 40mm graded stone aggregate) as in sub base of floor complete all as specified and as directed.

Material and labour for 80 mm thick machine pressed glossy finish precast concrete interlocking paver block any shape and size & Colour of M-40 grade with grey cement and pigment confirming to IS 15658-2006 complete all as specified and as directed.

M&L for Cement concrete type C-1(1:3:6) (using 20 mm graded stone aggregates) as in benching,in foundations, filling and mass concrete complete all as specified and as directed.

Dismantling structural steel work including doors, gates but excluding framed truss etc,complete all as specified and as directed by Engr-in-charge.

M & L for applying two coats of cement base paint on newly plastered surfaces of wall over a coat of alkali resistant primer including preparation complete all as specified and as directed.

Maa Bhawani Construction (BID ID -3322171)

M/S Modern builders (BID ID -3320203)

ANAMIKA CONSTRUCTION (BID ID -3322382)