mprovement of street from buddha devi mandir to moolganj and moolganj to mestan road party and lane maniram bagiya ward-104 zone-01

Earth work in excavation means (hydraulic Jexcavator/manual means in foundation trenches are drains (not exceeding 1.5 mtr in width or 10swm on plan ), excavation soil and disposal off sarface exavated soil as directed, within lead of 50 m.including dressing of side and ramming of bottoms, lift up to 1.5 m, including getting out the all kinds of soil.

providing and laying in cement conc Concrete 1:4:8(1 Cement4 fine sand and 8 gauge Brick Ballast)and curing comp including cost of form work in foundation and floors etc all comp.

RCC work with cement approved coarse sand and 20mm approved stone ballast in proportion for raft Beam, column and slab1:1.5:3 (1 cemnt 1.5 C. sand 20 mm size stone ballast) including bending binding and fixing of reinfocement in position casting cutting of wall and satisfaction of the engineer in charge including cost of all material centering etc but excluding cost of reinforcement etc all complete.including shuttring

M.S. or iron in plain work such as reinforcement concrete or reinforced brick work (when not icluding over rate) wrought torequired shape as necessary including bending for proper complition of the work and including suply of steel its wastage bend hooks and authorized ocerlaping shall be measured up two floor two level (over all rate)

M-150 class b/w in foundation and plinth with 1:4 cement & fine of 1.25 finene modulous sand mortar including suply of all material labour and tools and plants etc required for proper complition of the work

Providing and fixing double scaffolding item fois lock typed on the exterior side of tulding/structure, upto 25 metre height, above ground levet, including additional rows of sathiding in stepped manneras per requirement of sile, made with 40mm dia M.S. rube, placed 1.5 metre centre to centre, hortzontal & vertical tubes joint with cup & lock system with MS. Tubes, M.S. tube challis, M.3. damps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/or pointing and/or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings,runners, connecting with the building etc, wherever required, if leasible for inspection of work at required locations with essential safetyFeatures for the workmen etc., complete as per directions and approval of Engineer-in-charge The elevational area of the scaffolding shall be

Instalation of Lion Brass metal 2 pair etc all comp.

Instalation of kalash Brass metal 2 pair etc all comp

Supply and fixing glow sign bord only one side writing letter etc all comp

granite stone slab 18 mm thick mirror polish quarter rounded with anti skid lines in treads of stair case full length flooring etc all comp. etc all comp

Diamentling of damage Interlocking tiles including stacking

dinental material with in 60m distence ctc all comp Diomentling of damage oc including stacking dismental material with in fiom distence ete all comp

Earth work cutting ebankment in ordinary soil exavation to be from reguar pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing the surface to required levels and stopes and also including 1.5 M. lift and 30 M. lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by Engineering in charge.

Supply/fixing and Jointing RCC hume pipe 250mm dia etc all comp.

Construction of G.S.B Etc all comp.

providing and laying in position machine best and machine mix design M-25 grade cement concrete for rainforest cement concrete work using cement content as per approved design mix including pumping of concrete to site of laying but including loading the cast of centring shuttering finishing and reinforcement including and mixture in recommended propagation as per IS 9103 to escalate rated setting of concrete improve work imparing strength and durabilities as per direction of engineer in charge (note,-cement content consider in this item is @ 330 kg per cubic meter.Excess/less cement used as per design mix is payable /recoverable separately)all comp.

construction of gully pit as per knn design 60x.60x.75 etc all comp.

R/L mainhole up to requred level etc all comp.

Supply and fixing manhole ree coller including all labor material T&P etc all comp.

Supply and fixing manhole cover including all labor material T&P etc all comp.

Cartage of Surplus earth up to 3.00 km. distance from site including loading unloading etc all complete.