Estimate For Restoration of Fall At RD 4240/4350 and 104250 of Phillaur Disty

Amount

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 excavated surplus soil. In Ordinary soil Mechanical Means Depth upto 3 m

Preparing watering and ramming surface for laying concrete. Head work (Horizontal)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 30-For solid slab. For Solid slab super-structure-including centering and shuttering. Height up to 5m Using Batching Plant, Transit Mixer and Concrete Pump

Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by manual means.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M-40 For Solid slab super-structure- including centering and shuttering Height up to 5m Using Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M20 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

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

Supplying & laying dry brick ballast

Dressing side slopes and preparation of sub grade for lining.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- depth exceeding 1.5 ms but upto 3.0 ms.

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

Cautionary sign board 900x900x900mm 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 . Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Compaction: (i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. (ii) Extra for watering the earth/fly ash as per specifications in 20cm layers and dressing but excluding cost of rolling. (iii) Extra for rolling to specifications.

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly including cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. (a) Disposal/carriage from 0 to 450m

Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working pressure 4 kg / sqcm) Conforming to IS:4985, including fixing with MS Clamp. U-PVC pipes (working pressure 4 kg / sqcm) pipe 160 mm dia.

20mm thick cement mortar bend/drip course in cement mortar 1:4

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Painting new letters and figures of black synthetic enamel paint to an even shade

Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:2:4 (M-15) Machine mixed concrete lining on side slopes for vertical height upto 3.5 m.

Dismantling brick work tile, masonry or tile lining In cement

Dismantling concrete Cement concrete plain1:2:4 mix

Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Providing and laying cement concrete M-15 for coping mixed in automatic computerised bathing and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications.

Any Other Item

SURINDER SINGH CONTRACTOR

ARIHANT PIPES