Widening work from Mill Area Police Chowki on Tulsidas Marg via Bala Ji Temple to Hardoi Railway Crossing - Vikram Cotton Mill Bridge in Lucknow District 1-200 Km

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness .

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. 0.30 m & Avobe

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Wet Mix Macadam (Plant Mix Method)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.

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminious concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 Specifications Clause 509 complete in all respects.

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:12:3 (1 cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm (nominal size). SOR CH-08 LKO SOR 2020-21 Item No. 4.2.2

Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, etum walls, walls (ar thickness) including attached pilasters, buttresses, plinth and string courses Allets, kerbs and steps etc. SOR CH-08 LKO SOR 2020-21 Item No. 4.3.2

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or nore. SOR CH-08 LKO SOR 2020-21 Item No. 5.22.6

Construction of R.C.C. Cable Trunch as per Analysis Earth Work in excavation of foundation of structures as per drawing & technical

Plain Cement Concrete in 1 : 3 : 6 normal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed - For Drain

R.C.C. M-25 for Wall, Raft and Slab

Supplying fitting and placing HYSD bar reinforcement in S/S complete as per drawing and Technical Specifications clauses.

Structural steel work in single section, fixed with or without connecting plate, including cutting , hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Construction of Drain Earth Work in excavation of foundation of structures as per drawing & technical

Plain Cement Concrete in 1 : 3 : 6 normal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed - For Drain

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications

15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.

R.C.C. M-25 for Wall, Raft and Slab

Supplying fitting and placing HYSD bar reinforcement in S/S complete as per drawing and Technical Specifications clauses.

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