Canal covering and Improvement of road from Workshop Line to Mukhani Chauraha Via S.B.I. in Constituency Assembly Haldwani of District Nainital Under State Sector

Amount

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 - in- charge.

Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.Cement mortar

Dismantling stone masonry Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 Rubble Stone Masonry in Cement Mortar

Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. Including dismembering

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Manual Means

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For R.C.C M-20

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) Plain C.C 1:2:4 in base of canal complete.

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar

Plastering with cement mortar (1:4), 15 mm thick on brick work substructure as per technical cification Clauses 613.4 & 1204

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification

Dewatering from foundation of abutments and wing walls including wages of hours operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

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:

Providing and fixing in position precast R.C.C. manhole cover and frame of required Circular Shape 560 mm dia

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement With 20x20 mm square bar

Providing & fixing of Precast R,C,C slab with two layer of 10mm dia tor steel at 150 mm C/C b/w of size 825 x 600 x 125 mm complete.

Providing & fixing of Precast R,C,C slab with two layer of 10mm dia tor steel at 150 mm C/C b/w of size 755 x 600 x 125 mm complete.

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Dense graded bituminous macadam for grading II (Usingh Bitumen Grade V-30) for grading II (26.5 mm nominal size)

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.

Providing and laying microsurfacing course comprising of dry fine aggregate confirming to Type-II grading of specification, polymer modified catonic slow setting bitumen emulsion (having 60% binder content and 3.6% polymer) ordinary portland cement, chemical additives and water as per IRC SP-81;2008.

Construction of K.C. type drain as per Drawing (Drawing attached) of M-20 grade cement concrete precast M-20 grade cement concrete base slab 50 cm. wide and 10 cm. thick over 7.5 cm. thick cement concrete

Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm as per drawings and Technical Specification Clause 1504.

Drainage spouts complete as per drawing and technical specifications Clause 1209

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

NP BUILDWELL PRIVATE LIMITED