Construction of guard wall with ghat from Sajed Ali house to Ansur house at Dhangara Bishnupur GP under Chanchal-II Dev Block, Malda Mouza-Elangi, JL No. 93. (Activity Code-121421074) Sl.No-15

Earthwork in excavation of foundation of structures as per drawing and technical specifications Clause 305.1 including setting out,removing,spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches,levelling,dressing and ramming the bottom and backfilling with approved material complete as per direction of the Engineer-in-charge

Earth work in filling in foundation trenches with good earth in layers not execeding 150mm including watering and ramming etc. later by layer complete

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level filling joints with powdered earth or local sand

Filling in foundation trenches or plints by silver sand in layers not exceeding 150 mm including watering and ramming etc.

Cement concrete with stone ballasdt (40mm size) excluding shuttering etc. as per direction of Engineer in charge complete in 6:3:1 proportion.

1st class Brick work in cement morter (6:1) in super structure GF

Ordinary cement concrete(Mix 1:1.5:3) with graded stone chips ( 20mm size) excluding shuttering and reinforcement if any. In ground floor as per IS456.2000. Using stone materials of Rajmahal variety.

Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups binders etc. including supply of rods initial straightening and removal of loose rust cutting to requisite length hooking and bending to correct shape placing in proper position and binding with 16 gauge black annealed wire at every intersection complete. (Other than TATA/SAIL/RINL)

Hire and labour charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs beams, column lintels curved or straight including fitting fixing and striking out after compaction of works.

Providing weep holes in Brick masonary/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through..complete as per drawing and technical

Construction of Embankment with Material obtained from borrow pits construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tabels 300.1 and 300.2 with a lead upto 1000 m as per Technical specifications clause 301.5 for Rural Roads of MORD. ( Mode of Measurement:- per works and post works)Embankment

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..

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