NIT NO. 15/DURG(Balod)/2026

SPECIAL REPAIR FOR CONSTRUCTION OF C.C ROAD AT AMORA ARJUNI ROAD 0.80 KM (RD - 800 M ) UNDER PWD SUB DN. NO.02 BALOD (C.G.)

S.NO Item No. PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 2.4 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant lauses of section- 200.

A In area of light jungle 2.00 800.00 1.00 0.16

TOTAL 0.16 Hectare 61253.00 9800.00

2 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (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)

3 4.2 Drainage Layer of Granular Sub-Base for RIGID PAVEMENT

Construction of granular sub-base by providing graded granular material mechanically mixed in plant confirming to required grading mentioned in Appendix-VI and Clause 5.7.3.9 of IRC:58-2015, 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.

By Plant mix Method (with mechanically crushed stone only)

A For Sub-Base as per AASTHTO 93 : Grading 6 of Table VI-I

4 6.3 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 )

5 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal jointsasper design and asper IRC-62, over apreparedbaseaper pprovedmix design and finisingtolines and gradeasper Drawing for Pavement thickness less than 200 mm in Low Volume Roads . With Cement concrete grade M-30 and minimum cement content @ 375 kg / cum

6 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 leads & lifts as per relevant clauses of section 300.

7 9.4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

8 4.11 Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting, watering, rolling etc. complete as per clause 408.

B With Smooth wheeled roller 2.00 800.00 (0.70+1.00)/2 0.15 204.00 CUM 313.00 63852.00

Total Rs 3934890.00

Say In Lacs Rs 39.35

SUB ENGINEEER Sub Divisional Officer P.W.D. Sub. Division no.2 Balod Executive Engineer P.W.D.Division Balod (C.G.)

PUBLIC WORKS DEPARTMENT

SPECIAL REPAIR FOR CONSTRUCTION OF C.C ROAD AT AMORA ARJUNI ROAD 0.80 KM (RD - 800 M ) UNDER PWD SUB DN. NO.02 BALOD (C.G.)

Amount of Estimate Rs. 39.63 Lacs

Executive Engineer

P.W.D. Division Balod (C.G.)

SPECIAL REPAIR FOR CONSTRUCTION OF C.C ROAD AT AMORA ARJUNI ROAD 0.80 KM (RD - 800 M ) UNDER PWD SUB DN. NO.02 BALOD (C.G.)

GENERAL ABSTRACT

S.No. PARTICULAR AMOUNT

1 CONSTRUCTION OF CC ROAD 3934890.00

TOTAL 3934890.00

SAY (In Lacs):- 39.35

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No.02 Balod P.W.D.Balod Division Balod

REPORT & SPECIFICATION

1 Name of Work :- SPECIAL REPAIR FOR CONSTRUCTION OF C.C ROAD AT AMORA ARJUNI ROAD 0.80 KM (RD - 800 M ) UNDER PWD SUB DN. NO.02 BALOD (C.G.)

2 Amount of Estimate :- Rs. 39.35 Lacs

3 Authority :- E-N-C PWD, RAIPUR

4 Necessity :- 12 years ago, the asphalt work on this road was done. Today, the asphalt has completely worn off. Due to the damage to this road, people are facing inconvenience in commuting in the village.

5 Provisions :- Following provisions have been made in the estimate -

1 Granular Sub-base :- 150mm thick

2 PCC M-10:-100 mm thick (for base work)

3 Providing and laying Un-reinforced Cement Concrete M-30:- 200 mm thick

6 Rate & Specification :- Rate adopted in the estimate are :-

1. For road work as per schedule of rates for road works for PWD issued by Engineer in Chief C.G. PWD Raipur inforce from 01.01.2025 & amended upto date.

2. The work shall be carried out as per specification for road and bridge (Fifth Revision) Govt. of India M.O.R.T. & H.

Sub Engineer Sub Divisional Officer P.W.D. Sub Dn. No. 02 Balod Executive Engineer P.W.D.Balod Division Balod

NIT SCHEDULE FOR SPECIAL REPAIR OF CONSTRUCTION OF C.C ROAD AT AMORA ARJUNI ROAD 0.80 KM (RD - 800 M ) UNDER PWD SUB DN. NO.02 BALOD (C.G.)

PAC. Rs-39.35 lacs

S.No. S.O.R. No. Item of Work Qty. Unit Rate Amount

1 2.4 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant lauses of section- 200.

A In area of light jungle 0.16 Hectare 61253.00 9800.00

2 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (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) 624.00 Cum 238.00 148512.00

3 4.2 Drainage Layer of Granular Sub-Base for RIGID PAVEMENT

Construction of granular sub-base by providing graded granular material mechanically mixed in plant confirming to required grading mentioned in Appendix-VI and Clause 5.7.3.9 of IRC:58-2015, 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.

By Plant mix Method (with mechanically crushed stone only)

A For Sub-Base as per AASTHTO 93 : Grading 6 of Table VI-I 378.00 Cum 1494.00 564732.00

4 6.3 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 )

5 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal jointsasper design and asper IRC-62, over apreparedbaseaper pprovedmix design and finisingtolines and gradeasper Drawing for Pavement thickness less than 200 mm in Low Volume Roads . With Cement concrete grade M-30 and minimum cement content @ 375 kg / cum 480.00 Cum 4748.00 2279040.00

6 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 leads & lifts as per relevant clauses of section 300. 9.45 CUM 103.00 973.00

7 9.4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

8 4.11 Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting, watering, rolling etc. complete as per clause 408.

B With Smooth wheeled roller 204.00 CUM 313.00 63852.00

Sub-Engineer Sub Divisional Officer P.W.D. Sub. Division no.2 Balod Executive Engineer P.W.D.Division Balod (C.G.)