Construction of concrete drain from Badal Manna house to Dipak Hemram house at mouzaHaricharanSansad

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. [ p- 286, item-12.04

SingleBrickFlat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. [ 1 & P-14 of 315] building schedule

Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control,sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works (b) M-20 Grade Using concrete mixer [p-333, item-18.07 (b)]

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required [ P- 332, Item-18.05(b)]

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), 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 as per drawing and direction (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL Item no-40, Page-44 Building Schedule

Supplying, fitting,fixing and necessary writing of Display Board at work site. NOTE:Cement 0.152 cu.m per100 sq.m. Item no-15, Page-192 Building Schedule

Taking photo at work site (Pre work, ongoing work & complete work)

Unforeseen Item

Please Enable Macros to View BoQ information