Providing and laying sewerage connection line for STP sector-29 from main trunk line , yeida WC-03

Earthwork in excavation by mechancal means (hdraulic excavater)/manual means in fundation trenches or drain (not exceeding 1.5m in width or 10 sqm in plan)including dressing of sides and ramming of atoms lift upto 1.5m incuding getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kind of soil. 0-1.5M BGL

Extra 20% for under subsoil condition 3.0 - 4.50M BGL

Supply and laying of ISI marked R.C.C. NP-3 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings. of following 2200 mm dia

Extra 20% for under subsoil condition. (Laying only) 2200 mm dia

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)

Extra 20% for under subsoil condition.

Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Extra 20% for under subsoil condition.

Supplying and stacking at site. 90 mm to 45 mm size stone aggregate.

Extra 20% for under subsoil condition

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.SOR-18/5.9.1

Extra 20% for under subsoil condition

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted barsUPPWD/SOR/-2020

Extra 20% for under subsoil condition

Construction of composite section (RCC core) conical manhole 2.20m internal dia at bottom and 0.56m dia top and 9.00 mtr. deep in or under sub soli water Brick massonary with 100 class designation FPS bricks in cement mortar 1:4(cement: coarse sand) and RCC core in cement concrete proportion 1:1 1/2 :3(1 cement: 1 1/2 coarse sand:3 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8(1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) over 100 mm dry stone soiling of 40 mm aggregate with 20% blinding material such as moorum etc. well consolidated with necessary rammers steel shuttering etc. inlide out side plastering 12mm thick with cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement and making cunnette in cement concrete 1:2:4 (1) cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including providing and embedding of 12 mm poly propelene coated foot rest 300 mm centre to centre and embedded in cement (block 200X200 X100 mm) mix 1:2:4 including providing and fixing SFRC manhole cover and frame 560 mm internal dia matre(heavy duty) conforming to is 12592 with marking SEWER GNIDA total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 including centring and shuttering complete including all excavations, blck filling bailing or pumping out of water and disposal of surplus earth with in 50m complete as per design & instruction of E/I( no extra payment shall be made on gecount of circuler work)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) UP PWD SOR 2020/DAR-18/15 2 1

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soil

Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & plants etc required for proper completion of the work UPPWD SOR/281/P-17

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete,

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :-Cement content considered in this item is @330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.up to plinth level Thermo-Mechanically Treated bars./cold twisted bars SOR-20/5.22.6

Providing & Fixing on wall face U V stablized unplasticised -PVC pipe uPVC pipes (working pressure 4 kg / cm2) Single socketed pipe (single socketed having 3.2 mm wall thickness confirming to I S 13592 (4 Kg/sqcm including joint with seal ring confirming to IS: 5382 leaving 10 mm gap for thermal expansions uPVC pipes (working pressure 4kg/cm2) Single socketed pipe SOR 110 mm dia UPPWD/SOR/2020