Constructing of various structures of Kahnaur Disty form RD 0 to 170300

Amount

Earth Work in excavation by mechanical means (Hydraulic excavator)/manual 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 up to 50 m and lift up to 1.5m, as directed by Engineer-in-charge. All kind of soil & refilling around structure. HSR No. 4.12.1

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge. M-15 grade plain cement. HSR 6.22.2.2

Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge. M-15 grade plain cement, laying concrete in damaged portion of lining as per HSR 6.22.1.2

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. All works up to plinth level as per HSR 6.25.1.

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. All works above plinth level up to floor IV level. HSR 6.25.2

Providing & laying damp proof course with cement concrete 1:2:4, 50mm thick. HSR 6.8.1.

Dressing bed and preparation of sub grade for lining by mechanical/ mannual means. HSR 14.1.

Dressing side slopes and preparation of sub grade for lining by mechanical/ mannual means HSR 14.2.

PCC Grade M15 (with concrete Mixer) Height up to 5m. HSR 27.5

RCC Grade M-25 Upto height of 5 M. HSR 27.27.1.1

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications HSR 6.33.6

Back Filling Behind abutment, wing walls retaining walls complete in all respect HSR 27.16.2

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:4 HSR 15.6.3

Half brick masonary with common burnt clay non-modular bricks of class designation 7 in CM 1:3. HSR 7.27.1

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):Raised and Cut pointing HSR 11.25.2

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications MORT&H clause 1300. Cement mortar 1:3. HSR 15.6.1

Centering and shuttering including strutting, propping etc and removal of form work for foundation footing bases of coulmn. HSR 6.29.1

Centering and shuttering including strutting, propping and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. HSR 6.29.2

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies. HSR 6.30.3

Centering and shuttering including strutting, propping etc and removal of form work for Column, pier, Abutment etc. HSR 6.29.3

Centering and shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams, girders, bressumers and cantileversetc HSR item No 6.30.5

Pointing on brick work or brick flooring with cement mortar 1:3 fine sand. HSR 11.25.1

Providing and fixing in position 12mm thick bitumin impregnated fibre board conforming to IS 1838 including cost of primer grade A in expansion Joint. HSR 6.58

Providing and fixing up to floor four level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. HSR 6.40.1

Supplying and fixing 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 80x1.20 mm M.S. laths with 1.20 mm thick top cover. HSR 13.37.2.

Providing and fixing ball bearing for rolling shutters. HSR 13.38

Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets & screws, fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge.Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate. HSR 13.22.1.

Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Fire retardant plywood conforming to IS: 5509. HSR 12.11.2.

Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per IS :1568, for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, as per directions of Engineer-in-charge: (Note:- Butt hinges and necessary screws shall be paid separately)35 mm thick shutters. HSR 12.20.1.

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. HSR 11.76.

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. HSR 11.77.

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR 11.78.

12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand). HSR 11.5.3.

Smooth finishing of the exposed surface of R.C.C. work with 10 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). HSR 11.11.1

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer. HSR 11.64.1

Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces : 2 coats. HSR 11.72.2.

12 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: Horizontal. HSR 6.11.2.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications. HSR 27.15

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge in cement mortar. HSR 5.7.4

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nomial CC 1:2:4. HSR 5.23.2.

Demolishing dry brick pitching in floors, drains including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. HSR 5.6.

Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. HSR 5.26.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area 3 sq. metres and below. HSR 5.29.1.

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: GS Sheet. HSR 5.15.1.

Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats. HSR 5.32.2.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. HSR 13.28.

Supplying and fixing in position PVC pipe. HSR 9.57.2

Providing & fixing Gates & Gearing arrangements on Head Regulator (NS).

Provind & fixing concertina coil fancing with punched tape concertina coil 600mm dia 10mtr openable length DSR item No. 16.53.

Providing Saftey Measure, Caution signs and Watching saff required during the execution of work.

Providing and Laying 80 mm thick ISI marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. HSR 17.69.2.

Dismantling of flexible pavement by Mechanical Means Bituminous course HSR 17.3.

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 cost 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. HSR 9.22.1.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge. HSR 5.25.

Wiring for light/ fan plus call bell point with modular type switch socket and GI Box modular type face plate etc. in 1.5sqmm in 1.6mm th. PVC conduct pipe group C. HSR 23.4.1.3.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 cum graded stone aggregate 40 mm nominal size). HSR 6.1.7.

Credit of Brick bats

Credit of Steel

The Tibba Dana Sher Co op L and C Society Ltd

M/s Mohla Construction Company

m/s omparkash contractor