NIT NO. 13/Durg(Durg)/2026

DETAILED ESTIMATE FOR CONSTRUCTION OF CC ROAD FROM INDIRA NAGAR JUNWANI ROAD CH 1/8 TO NEW DEENDAYAL COLONY JUNWANI , FROM CH 1/10 TO DEENDAYAL COLONY JUNWANI , FROM CH 3/2 TO JUNWANI KOHKA ROAD , JUNWANI , DIST DURG = 1385.70 METER)

NIT SCHEDULE FOR CONSTRUCTION OF CC ROAD FROM INDIRA NAGAR JUNWANI ROAD CH 1/8 TO NEW DEENDAYAL COLONY JUNWANI , FROM CH 1/10 TO DEENDAYAL COLONY JUNWANI , FROM CH 3/2 TO JUNWANI KOHKA ROAD , JUNWANI , DIST DURG . (Length = 1385.70 METER)

PLINTH HEIHGT 0.9 M

SCHEDULE OF DOORS NOS

NIT SCHEDULE FOR CONSTRUCTION OF CC ROAD FROM INDIRA NAGAR JUNWANI ROAD CH 1/8 TO NEW DEENDAYAL COLONY JUNWANI , FROM CH 1/10 TO DEENDAYAL COLONY JUNWANI , FROM CH 3/2 TO JUNWANI KOHKA ROAD , JUNWANI , DIST DURG . (Length = 1385.70 METER)

PAC Rs. In LACS - 85.92

S.NO. S.O.R. ITEM PARTICULAR OF ITEM QUANTITY UNIT RATE AMOUNT

1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) P.C.C. M-10 508.32 CUM 2332

6.7 (amendment) Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. pcc grade m-30 with minimum cement content @ 375 kg /cum 1016.63 CUM 4391

3.2 Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. 415.71 CUM 95

3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 831.42 CUM 250

6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) P.C.C. M-10 415.71 CUM 2789

6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)P.C.C. M-15 415.71 CUM 3695