Tender For MULTILEVEL PARKING AND ENTRY GATE AT MUSSOORIE LAKE

Earth work in excavation by mechanical means (Hydraulic Excavat in foundation trenches of drains ( not exceeding 1.5 m in width of including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil as dir of 50 m, All kind of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm norminal size.

Supplying and filling in plinth with jamuna sand under floors including, watering, ramming consolidating and dressing complete.

Treatment of soil under existing floors using Chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 Cement : 2 Coarse sand) to match the existing floor with Chlorpyriphos / Lindane E.C. 20% with 1%.

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Providing and laying in position machine batched and machine mixed design mix M - 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge, (Note :- Cement content considered in the item is @ 330 kg/cum, Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M - 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum, Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level.

Reinforcement fo R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo- Mechanically Treated bars.

Centring and shuttering including strutting, ropping etc. and removal of form for Lintels, beams, Plinth beams, girders, bressumers and cantilevers.

Centring and shuttering including strutting, ropping etc. and removal of form for Centring and Shuttering for Suspended floor, roofs, landings, balconies and access platform.

Centring and shuttering including strutting, ropping etc. and removal of form for Columns, pillars, Piers, Abutments, Posts and Struts.

Providing and laying integral cement based water proofing treat including preparation of surface as required for treatment of balconies, terraces etc consisting of following operations : a) Apple a slurry coat of neat cement using 2.75 kg/sqm. of cement ad with water proofing compound conforming to IS. 2645 and appro by Engineer-in-charge over the RCC slab including adjoining upto 300mm height including cleaning the surface before treatm b) Laying brick bats with mortar using broken bricks/bricks bats 25 to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2 and approved by Engineer-in-charge over 20 mm thick layer cement mortar of mix 1:5 (1 cement : 5 coarse sand) admi water proofing compound conforming to IS : 2645 and appro Engineer-in-charge to required slop and treating similarly th

Providing gola 75X75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand) as per standard design, in 75X75 mm deep chase

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.

Providing and fixiing of external wall system on Light gauge steel frame work with. Outer face having board fixed on 9mm thick heavy duty fiber cement board confirming to IS 14862:2000, category IV type A (High pressure s

Supplying and fxing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS : 4454 - part 1 and M.S. top cover of required thickness for rolling shutters, 80X1.25 mm M.S. laths with 1.25 mm thick top cover

Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40X3 mm size, bolts, nuts and washers etc., including with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gm/m2

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the coat of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m2

Earth work in excavation by mechanical mwans (Hydraulic Excavat in foundation trenches of drains ( not exceeding 1.5 m in width or 1 including dressing of sides and ramming of bottoms, lift upto 1.5 out the excavated soil and disposal of surplus excavated soil dir of 50 m. All kinds of soil.

Provding and laying in position cement concrete of specifified grade excluding the cost of cement and shuttering. All work upto plinth level, 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Supplying and filling in plinth with jamuna sand under floors including, watering, ramming consolidating and dressing complete.

Treatment of soil under existing floors using Chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 Cement : 2 Coarse sand) to match the existing floor with Chlorpyriphos / Lindane E.C. 20% with 1%.

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shape and sizes in Cement mortar 1:6 ( 1 cement : 6 coarse sand)

Half brick masonry with F.P.S. bricks of class designation 75 in supertstructure above plinth level upto floor V level in cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying in position machine batched and machine mixed design mix M - 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge, (Note :- Cement content considered in the item is @ 330 kg/cum, Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level.

Providing and laying in position machine batched and machine mixed design mix M - 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum, Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level.

Reinforcement fo R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo- Mechanically Treated bars.

Centring and shuttering including strutting, ropping etc. and removal of form for Lintels, beams, Plinth beams, girders, bressumers and cantilevers.

Centring and shuttering including strutting, ropping etc. and removal of form for Centring and Shuttering for Suspended floor, roofs, landings, balconies and access platform.

Centring and shuttering including strutting, ropping etc. and removal of form for Columns, pillars, Piers, Abutments, Posts and Struts.

Providing and fixing pressed steel door frames conforming to IS : 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50X25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface. Fixing with adjustable lugs with split end tail to each jamb.

Providing and fixing pressed steel door frames conforming to IS : 43 from commercial mild steel sheet of 1.25 mm thickness, including h jamb, bead and if required angle threshold of mild steel angle of se or base ties of 1.25 mm pressed mild steel welded or rigidly fixed t mechanical means, adjustable lugs with split end tail to each jamb butt hinges 2.5 mm thick with mortar guards, lock strike-plate and as specified and applying a coat of approved steel primer after pre surface as directed by Engineer-in-charge. Profile B

Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc upto floor five level, excluding the cost of centring, shuttering and finishing in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

15 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand)

12 mm cement plaster of mix in 1:6 (1 cement : 6 fine sand)

6 mm cement plaster of mix in 1:3 (1 cement : 3 fine sand)

Providing and laying integral cement based water proofing treat including preparation of surface as required for treatment of balconies, terraces etc consisting of following operations : a) Apple a slurry coat of neat cement using 2.75 kg/sqm. of cement ad with water proofing compound conforming to IS. 2645 and appro by Engineer-in-charge over the RCC slab including adjoining upto 300mm height including cleaning the surface before treatm b) Laying brick bats with mortar using broken bricks/bricks bats 25 to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2 and approved by Engineer-in-charge over 20 mm thick layer cement mortar of mix 1:5 (1 cement : 5 coarse sand) admi water proofing compound conforming to IS : 2645 and appro Engineer-in-charge to required slop and treating similarly th

Providing and applying plaster of paris putty of 2 mm thickn plastered surface to prepare the surface even and smooth complet

Providing gola 75X75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 ( 1 cement : 3 fine sand) as per standard design, in 75X75 mm deep chase

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.

Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40X3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.63 mm thick with zinc coating not less than 275 gm/m2

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. Iimpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the coat of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m2

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including Jointing with seal ring conforming to IS : 5382 leaving 10 mm gab for thermal expansion, (i) Single socketed pipes. 100 mm diameter

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including Jointing with seal ring conforming to IS : 5382 leaving 10 mm gab for thermal expansion, (i) Single socketed pipes. 75 mm diameter

Providing and fixing M.S. holder bat clamps of approved design to C.I or S.C.I, rain water pipes embedded in and including cement concrete blocks 10X10X 10cm of 1:2:4 mix (1 cement 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. 100 mm diameter.

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the wall etc. internal work. Exposed on wall 15 mm dia. Nominal bore.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) 15 mm dia. nominal bore.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) 20 mm dia. nominal bore.

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. 20 mm nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions, 45 cm length, 15 mm nominal bore.

Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse inside size 60X45X50 cm. inside including C.I cover with frame (light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : with F.P.S. bricks with class designation 75

Harsh Mani Dobhal

BALWANT SINGH RAWAT