Construction of a Water Course Crossing at RD 185740 of Abul khurana drain.

Amount

Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications

Boring, providing and installing bored cast-insitu reinforced cement concrete pile of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of concrete and steel reinforcement (The rates of concrete and steel reinforcement are to be taken for respective item of chapter No.10 & 18 respectively) but including the cost of boring with manual auger (without bentonite solution) and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete as per BIS specifications/ codes, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap)

Extra for using Bentonite slury with Bentonite pump in case of unstable bore

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

Plain cement concrete 1:3: 6 nominal mix in foundation andcrushed stone aggregare 40 mm nominal size mechanically mixed placed in foundaton and compacted by vibratingincluding curing for 14 days

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M30

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC M25 height from 0 to 5 m

Furnishing and placing Reinforced / Pre stressed cement concrete in super structure as per drawing and technical specification height 0 to 5 m

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth

Cement Plaster 12.5 mm thick 1:4

Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material.

Providing and laying 6 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in MOST Drg. No SD/200.

Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications

Providing and laying bituminous macadam 80mm to 100mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.30%, laid over a previously prepared surface with paver finisher mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications.

Providing and lapplying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil,grease, effloroscence and applying paint @ of 1 Litre for 2sqm

Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical specification

Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and Technical specification

Providing and Fixing 2 mm corrugated copper plate in expansion joints, complete as per drawing and Technical specifications.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Dismantling brick tile , masonary or tile lining (in Piers

Damaged Water Pipe (8.27) Note: The quantity of foundation and submerged structure could not be measured due to non expousure, considering above actual measurements will be taken at the time of execution and will be paid on actual basis.

Excavation in Soil (any type) using Hydraulic Excavator CK90 with hydraulic excavatorof 0.9 cum bucket capacity including cutting,trimming bottom and sideslopes, in accordance with requirements of lines,grade sand cross sections, including all lifts and combined leadupto 30m.

Vertical load testing of piles in accordance with IS 2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge. Single pile upto 50 tonne capacity Initial test

Re-handling Of Earth

KAMAL CONTRACTOR (BID ID -704221)