CSR(NMDC) Funds

Scarifying the existing road granual surface to a depth of 50 mm and spreading the scarified matrial in niform layerswith tractor grader and compactining with vibratory roller to achive he desied density with a liftup to 3 m and leads up to 1000 m as per Techncical specifiction Clause 301.4 MOR for fnished item of work.

Earth work excavation for Road way in soil by machnical means including ,curing,cutting and pushing the eath to side Embankment up to a lead do 100 mts including trimming bottom and side slops in accordacross s secions etc. complete for finished of work for treanch cuttting as per Morth Specification up to 301 and as Directd by the ENC Code RBR --EECD-8 (c).

Granular sub-base with stonedust by spreading in uniform layers with motor graer on prepaere surface, mixing by mix in place method with rotavator at once and compactining with smooth wheel roller to achive the desired density complete as per Clause 401.4 as per Technical Speification Clause 408 MORD

Construction of granular sub=base by providing well graded material(Table400.1) with Grading.III Material(HBG M/C+Stonedus) CBR Value not less han 20 and PI Value ;ess than 6 Spreading in Uniform layers with Tractor grader on prpaerd surface , mixing by mix in Plae method with rotavator at OMC , and compactining with Vibratory Roller to achive the desired density, complete as per Techncail Specificaion lause 401 MORD including contractors profits & over head chags , but excluding GST and seigerage etc. Completed.

Poviding , laying , spreading and compactinig graded stone aggragatetowet mix macadam speciication including premixing the material with water a OMC in mechanical mixer ( pug Mil) cariage of mixedmaterial by tipper to site, layng in Unform layers in sub base/base course o a well prepared sub-base and compactining with Vibratory Roller 80-10 N eight to achive the desired density including lighting , barricading and maintnance of diversionm etc as per Tables400.11& 400.12 and techncail Sepcification Clause 406 MORD including contractor profits & Over head charges, but excluding GST and seignerage , etc. Complete.

Construction of un-reinforced Plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, mixing in a concrete mixer and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel), laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing , spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction joints, admixtures as approved, curing of concrete slabs for 14- days and water finishing to line and grade as per drawing and Technical specification clause 1501 inueing cost of material labour charges, Conyance, hire harge of machinaries etc complete as per directions of engineer-in charges for CC Pavement includig contrators profit & Over charges, but excluding GST and seignerage etc Complete.

Power trrowelling to finish as per the direction of Engineer-in charge reate inclusive of labour charges all complete for finished item of work

Carrying cut groove cutting 75mm deep with petrol driven saw as per the directions of Engineer-in-Charge, rate including of labour charges, machinery charges all complete for finished item of work

Construction of Shoulders byProviding Selected Earth including Cost and Conaynce All Material and all Labourcharges etc completed.

Earth work in excavation for structures as per drawing and techncail specification Clause 305.1 including setting out, construction of horing and bracing , removal of stumps and other deletrious material and dispodl upto a lead of 5 m , dressigof sides and bottom and backfulfiling in treanches with excavated suitable material as per Specification 305 MORD /304 MORT includig contractors profits & voer head charges ,but excluding GST etc. Complete. For Foundations.

Filing in Foundation trenches/Pipe bedding with Stone dust as per drawing and techncail Speificaiton Clause 305.3.9 MORD & 04 MORT includig cotractors profits & Over head charges,but excluding GST and seignerage etc. Complete.

ProvidingConcrete in plain concrete m 10 grade in open foundation uisng 40mm nminal size hard stone aggragae ( HBg) , mechanically mixed, placed in fouation and compacted by vibration including uring for 14 days, compete as per drawings and techncail specificaion , Clause 802,803,1202&1203 MORD and 1500,1700&2100 MORTH , including contractors profits & Over head charges, but excluding GST and seignerage etc. compete For levellling course.

RCC M-20 Nominal mix using 20mm to 10 mm Graded size crushed hard granite metal using required quatity of steel 1 CM of concrete including Cost and Conayance of all material, taxes,Operational,inciental and abour charges such as machine mixing , laying concrte, curng etc, complete but excludng cost of steel and fabricaion charges for finished item of work excluding GST for Raft.

VRCC M-20 Nominal mix using 20mm to 10 mm Graded size crushed hard granite metal using required quatity of steel 1 CM of concrete including Cost and Conayance of all material, taxes,Operational,inciental and abour charges such as machine mixing , laying concrte, curng etc, complete but excludng cost of steel and fabricaion charges for finished item of work excluding GST for Side walls and Deck slabs 250mm thick .

Supplying , fitting , and placing (HYSD) bar reainforcement in supersturcture compete as per draing and techncail specification Clause 1001 and 1401 MORD /1600 MOtH , for Bars below 36mm dia including over laps wastage , where they are not welded, including contractor profits & vr head charges, but excluding GST etc. Complete. For Supersturctures.