Estimate for remodeling of sheron distributary RD 0 to 10425 and Construction of RCC Barrel RD 10425 to 21425 Slice RD 12650 to 13685

Amount

Earth work in excavation in 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 side and backfilling with approved material, Ordinary soil, Mechanical Means, Depth 0 to 3m

Earth work in excavation inf 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 side and backfilling with approved material, Ordinary soil, Mechanical Means, Depth 3 to 6m

Cement concrete 1:2:4 (M15) Mixing by mechanical means using concrete mixer volumetric type

HYSD Steel Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete

Centering and shuttering for faces of walls , partitions , retaining walls and the like (vertical or battering) including attached pilasters butresses etc.

Providing orange colour safety footrest of minimum 6mm thick plasticencapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length263mm and width as 165mm withminimum 112mm space between protruted legs having 2mm tread on topsurface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

Dressing of New work

Filling expansion joints with special impervious hot pour 12.5mm wide.

Crane 35 tonnes

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

PCC M15 Grade,as leveling course below approach slab complete as per drawing and Technical specification

Reinforced cement concrete M-30 approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704

Drainage Spouts complete as per drawing no. SD/205 and MoRT&H Specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (for Bridges)

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

Cautionary sign board 600*600*600 mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956-09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets@ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications

Advance Direction sign board 1200*1800mm rectangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956-09 and as per IRC 67-2012

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige form 0-450 mtr) (Katcha)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige form 450 mtr-1 km) (Katcha)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige for every Additional km upto 10 km) (Katcha)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige form 450 mtr-1 km) (pucca)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(disposal/carraige for every Additional km upto 10 km) (pucca)

Providing and fixing PVC water stop seal 150*10mm

Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

Dismantling brick work tile, masonry or tile lining. ( In Cement)

Dismantling concrete work tile,reinforced cement concrete

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surfaces to give an even shades

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Ordinary Jungle Clearance of both banks of running Distributaries, minors and Drains with discharge exceeding 9 cumecs including Boundary road(a) Discharge exceding 4.5 cum/s

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cement concrete 1:3:6 (M10) Mixing by mechanical means using concrete mixer volumetric type

Any Other Items

Any Other Items

MANMOHAN SINGH CONTRACTOR

VARSHA CONSTRUCTION CO