C/O 60.0M Service Road From ITBP Rotary to Wipro Rotary, Greater Noida.

Taking out existing kerb stones of all type from footpath central verge, including removal of mortar etc. disposal of unservicable material of the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50meter lead as per direction of Engineer-in-Charge DSR-2018/(AR) 16.82

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and inchading filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only (SOR- 20/ 251 (A) /4.01

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2

MORTH 3.18(305)P-68

Cartage of earth or fly ash When added to schedule item no. 253

lead up to 10 KM SOR-20/261/4.08

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 earthwith lead upto 50 metres. DAR18/16.1

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH 4.01/401 (A)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density MORTH/4.14/406 (A)

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres:

With Common burnt clay FPS (non-modular) bricks of class designation 7.5 DAR-2018/16.7.1

Sapply of ISI market RCC NP-3 Hume Pipe (including collars for which nothing extra will be paid including londing and unloading) and cartage SOR-38(i)

350 mm. NP-3 dia. RCC Pipes

Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the propertion of 1:2 (1Cement:2Coarse sand) including testing of jointed complete

350 mm. dia. RCC Pipes DSR-2018/19.6.4.1

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), Vc necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR-13/18.34.1/p-325

Providing and applying primer coat with SSI grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 7.5 kg/sqm using mechanical means.

Primer coat over WMM/WBM / MORTH / 5.01/502/(P-135

Providing and applying tack coat with bitumen VG -10 using Emulsion pressure distributor at the rate of 0.5 kg / sqm m the prepared bituminous surface cleaned with mechanical broom. Morth/ 5.02 / 503

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @5.4 percent of mix and 8% plastic filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects. MORTH/5.05/507(B)

30 mm thick compacted thiness with bitumen penetration of VG-30 MORTH 5.05(507)

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-20/181/5.08

RCC grade M25 using batching plant transit mixture & manual placing MORTH-/9.06/E/Case (II)

Steel reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo mechanically Treated bares of grade Fe-500D or more. DSR-18/5.22..6

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. SOR-20/New Item/Chapter-10 /19.01

Labour Cess and GST will be paid extra as per govt. orders