Construction of Service road, R.C.C. drain and Sewer Line (Sector-10 side) along 130.00 mtr. wide road between Sector-10 and 11, YEIDA WC-03

Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (Where Machine not reached/Move). (i) 0.00 - 1.50 Mtr

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

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, All work up to Plinth level. UPPWD SOR/5.33.1

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars, UPPWD SOR/5.22.6

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

Centering and shuttering including strutting, propping etc. and removal of form for:- (b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. UPPWD SOR/ 5.9.2

Providing and fixing on wall face U V stablized unplasticised PVC pipe uPVC pipes (working pressure 4 Kg/cm2) Single Socked pipe (single socketed having 3.2mm wall thickness conforming to IS : 13592 (4Kg/sqcm including joint with seeal ring confirming to IS : 5382 leaving 10 mm gap for thermal expansion uPVC pipes (working pressure 4 Kg/cm2) Single socketed pipes. SOR new Item No. 33, 110 mm dia.

SEWER Excavation of earth in ordinary soil for laying of sewers including cutting of joints, pits, trimming, dressing, levelling, including removal of surplus earth and other dismantalled materials upto distance of 50m. from centre of trenches. 0.00 - 1.50 Mtr

Extra 20% for under subsoil condition. 3.00 - 4.50 Mtr

Providing and Carting of following dia RCC hume pipe Socket and spigot NP-3 Class & specials in site of work lowering the same into trunches in depth upto 1.50m below G.I true to alognment jointing with 1:2 cement mortor in coarse sand including excavation of earth below invert level of pipe. 400mm dia UPPWD SOR-20/19.35.1

Extra 20% for under subsoil condition (Laying Only) 400 mm dia

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

Extra 20% for under subsoil condition

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) UPPWD SOR/5.1.2

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) UPPWD SOR/4.1.3

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.

Extra 20% for under subsoil condition

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. UPPWD SOR/5.22.6

Extra 20% for under subsoil condition

Construction of RCC core conical manhole 1.50m internal dia at bottom and 0.56m dia top and 4.95 m deep in or under sub soli water .Brick massonary with 150 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 steel rammers necessary 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 concrete. ( 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 YEIDA 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 account of circular work) Based on UPPWD SOR 2020/

Extra Depth For 1.50 m internal dia 4.95 m deep conical manhole of composite section.

Brick work with bricks of class designation M-150 in foundation and plinth in cement mortor 1:4 (1 Cement : 4 coarse sand) UPPWD SOR-20/6.1.1

Construction of embankment with material approved material obtained from pits with all lift and leads,transporting to site spreading ,grading to required slope and compacting to meet required of table 300-2 upto 10 km Morth-305. Lead up to 10 Km.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. SOR 20/16.1/p-263

Supplying and stacking at site. 90 mm to 45 mm size stone aggregate. SOR-20/16.3.1

Supplying and stacking at site. 63 mm to 45 mm size stone aggregate. SOR-20/16.3.2

Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate. SOR-20/16.3.3

Supplying and stacking at site. Moorum. SOR-20/16.3.10

Laying, spreading and compacting graded stone aggregate of specified size range to WBM specification including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory 8 to 10 tonne in stage to proper grade and camber, applying and brooming requisite type of screening / binding material to fill upn interstices of coarse aggregate watering and compacting to the required density. SOR-20/16.4

Providing and applying primer coat with bitumen 80/100 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. (VG-10) UPPWD SOR 2020/AR/YEIDA

Providing and applying Tack Coat on Prepared Surface with Bitumen VG-10 using bitumen pressure distributor and spraying on bitumen boiler including Cleaning, preparing the existing road surface as per most specification and as per direction of engineer incharge with 2.50 kg of bitumen for 10 sqm. UPPWD SOR 2020/AR/YEIDA

Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres: With FPS bricks of class designation 150, DAR-2020 /16.7.1

Royalty Paid Extra Supplying and stacking at site. 90 mm to 45 mm size stone aggregate. SOR-20/16.3.1

Supplying and stacking at site. 63 mm to 45 mm size stone aggregate. SOR-20/16.3.2

Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate. SOR-20/16.3.3

Supplying and stacking at site. Moorum. SOR-20/16.3.10

Close Graded Premix Surfacing/Mixed Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.

Add Maintenance @ 2.50 %.

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