PROVISION OF CONNECTING BRIDGE AT NOFRA UNDER GE (NW) MANKHURD

Amount

Demolition of cement Concrete of any description and in any position not otherwise specifically provided for

Dismantling of Brickwork of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles

Demolition of cement Concrete reinforced (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for

Rough excavation not exc 1.5m deep in soft/loose soil and getting out, complete all as specified and directed.

Excavation over areas n.exc 1.5m in depth soft/loose soil getting out, complete all as specified and directed.

Excavation over areas exc 1.5m and n.exc 3.0 m in depth Hard/dense soil getting out, complete all as specified and directed.

Excavation over areas exc 1.5m and n.exc 3.0 m in depth soft integrated rock getting out, complete all as specified and directed.

Excavation over areas exc 1.5m and n.exc 3.0 m in depth hard rock getting out, complete all as specified and directed.

Excavation over areas exc 3.0 m and n.exc 4.50 m in depth soft integrated rock getting out, complete all as specified and directed.

Excavation over areas exc 3.0 m and n.exc 4.50 m in Hard/dense soil getting out, complete all as specified and directed.

Excavation over areas exc 3.0 m and n.exc 4.50 m in hard rock soil getting out, complete all as specified and directed.

Removing excavated material soil exc.1.50 m and n.exc 5km and depositing where directed

Soling (or sub base) spread thk 200mm with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber including Soling of broken boulders or quarried stone, not exc 15cm thickness by Power roller Exc 5 tonne & n exc 8 tonne complete all as specified and directed.

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

M & L for Reinforceed ready mixed cement concrete (Design mix) M-40 (20mm graded aggregates for foundations, including rafts, footings, foundation beams, plinth beams; bases for column, etc. ; basement slab, under -reamed piles and mass concrete complete all as specified and directed.

M & L for Reinforceed ready mixed cement concrete (Design mix) M-40 (20mm graded aggregates for Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, retaining wall ,abutment,balconies, canopies, deck slabs etc. or in similar articles upto 5th floor level complete all as specified and directed.

S & F Formwork flat surfaces and fair finishes to sides of concrete foundations, footings, bases of columns, raft and plinth beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished surface of concrete complete all as specified and directed.

S & F Formwork curved surfaces and fair finishes to sides of concrete foundations, footings, bases of columns, raft and plinth beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished surface of concrete complete all as specified and directed.

S & F Formwork flat surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface of concrete complete all as specified and directed.

S & F Formwork curved surfaces to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface of concrete.

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

S & F CRS 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 (Pile, pilecap, pedastal, PB, coping) (Main Bar) complete all as specified and directed.

S & F CRS bars 6mm to 8mm 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 complete all as specified and directed.

Providing and laying earth filling in embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc.n.exc 1.5 m high from base complete all as specified and directed.

Providing and laying earth filling in embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc exc 1.50 m and n.exc 3.0 m high from base complete all as specified and directed.

Providing and laying earth filling in embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc exc 3.0 m and n.exc 4.50 m high from base complete all as specified and directed.

M & L 10cm thick Granite, trap or Basalt (compacted thickness) WBM with coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed.

M & L for applying evenly a priming/tack coat with bituminous primer of paving bitumen @ 10 Kg per 10 Sqm with sprayer over existing black top surface etc complete all as specified and directed.

M&L for premix bituminous macadam with 4% binder content (paving bitumen of grade VG-30) by weight of total mix prepared in hot mix plant, laying of mix with self propelled mechanical paver, duly rolled and compacted to required camber (consolidated thickness 75 mm or less) and gradient with 08 to 12 tonne vibrating roller, complete all as specified and directed. Notes: The contractor's quoted rates shall also be deemed to include the following elements: The contractor shall get the mix design done through Govt. approved Lab and the same shall be got approved from the Auth before providing BM.

M & L for applying evenly a priming/tack coat with bituminous primer of paving bitumen @ 5 Kg per 10 sqm complete all as specified and directed with sprayer over premix bituminous macadam surfaces complete all as specified and directed.

M & L for mastic asphalt 20mm thick 10/20 grade bitumen including producing the same at computrised batch mix plant transporting the same to site by kmeans of mastic cookers laying the same with mastic paver and including all necessary tools labour & barricading spreading of aggregate as antiskid measures by means over newly laid mastic asphaltic as directed by Engr-in-charge

Supplied and fixed of 110mm dia. PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floorss; fixed at 1000mm c/c straggered type for wheep hole etc.complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

Providing and laying Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes with cement mortar 1:4 (1 cement: 4 coarse sand), etc. complete all as specified and directed.

Providing and laying Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade With Grey Cement and pigment etc. complete all as specified and directed.

Providing and laying Reinforced concrete pipes, class NP2 Bore of pipe 150, laid and jointed complete with collars etc.complete all as specified and directed.

Providing and laying plates (plainor chequered) of any thickness channels, square cut and counter sunk) forming holes, without any attachments Fe=410(grafe E-250 quality) etc.complete all as specified and directed.

M&L cutting of trees including branches,etc of dia exc 30cm.

Deposit to DEO against the tree cutting Note : A sum of Rs 2,295.00 towards sch of credit shall be deducted to arrive the contract sum.

M/s Shree Construction Co (BID ID -3180957)

Parmatma Enterprises (BID ID -3178887)