NIT NO:232/Raipur/B/R/2026-27

NIT Schedule for Construction of Approach Road for Govt. I.T.I., Arang, Dist.- Raipur, Length- 0.33K.M. Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

P.A.C. Rs. 59.54 Lacs

Sr. No I. No. Particular Qty Unit Rate Amount

1 R-SOR It - 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. 1504 Cum. 103

2 R-SOR It - 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) 841.5 Cum. 268

3 R-SOR It - 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.

A Plant mix method (with Mechanically crushed stone only)

(b) For Lower Sub-base with

(ii) Grading-VI Material 454.41 Cum. 1536

4 R-SOR It - 6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 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. 442.29 Cum. 2562

R-SOR It - 6.4 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. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum 252.45 Cum. 4748

6 R-SOR It - 4.14(B) Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63.

(B) 80mm thick precast interlocking concrete block of C.C. M-40 grade on Area of Light Traffic/ residential streets

(i) 80mm thick Plain precast interlock concrete block 1237.5 Sqm 735

7 R-SOR It - 19 Construction of RCC open drain

Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications.

(i) 0.60 m width x 0.60 m average depth 330 meter 3255

R-SOR It -3.22 Providing and laying Pre cast RCC slab over RCC drain of required size made of grade RCC M-25 with 50mm dia perforation @ 600mm c/c in two rows in zig-zag pattern as per structural drawing including transportation of pre cast segements to work site and placing over drain as instructed by Engineer-in-charge.

B 840mm wide and 150mm thick (for drain 600 x 600 mm) 217 meter 1148

R-SOR It - 8.7 Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign over reflectrorized sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

(I) With Aluminium Sheeting 2mm thick

A Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) 1.8 Sqm 7810

R-SOR It - 8.8 Direction and Place Identification signs with size more than 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign digitally printed over reflectrorized sheeting of required grade confirming toASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

(I) With Aluminium Sheeting 2mm thick

C Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) 2.88 Sqm 8813

11 R-SOR It - 4.18 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. 48 Each 525

R-SOR It - 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. 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 including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

A 450 mm dia 50 mtr 1509

13 R-SOR It - 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

Ordinary soil Up to 3 m depth 24 Cum 130

R-SOR It - 9.8(i) Plain cement concrete complete as per drawing and Technical Specifications

PCC Grade M 15 44.02 Cum 3815

Say in Lacs Rs. 59.54

SUB ENGG. SUB DIVISIONAL OFFICER PWD SUB DIV. NO.4 Arang EXECUTIVE ENGINEER PWD, DIVISION NO.2, RAIPUR (C.G.)

GOVERNMENT OF CHHATTISGARH

PUBLIC WORKS DEPARTMENT

"FOR TECHNICAL SANCTION"

Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

ESTIMATED COST - Rs. Lacs

EXECUTIVE ENGINEER

PUBLIC WORKS DEPARTMENT

DIVISION NO. 2, RAIPUR (C.G.)

REPORT & SPECIFICATION

1 Name of Work :- Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

2 Amount of Estimate :- Rs. Lacs 59.54

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3 Amount of Estimate :- Rs. Lacs 59.54

5 Authority :- Superintendent Engineer, PWD, Raipur Circle- 1, C.G.

6 Necessity :- At Present there has no proper approach road for I.T.I. Arang building campus. Presenlty Civil Court is also being operated on the first floor of ITI Building. Due to absence of proper approach road the Students of ITI as well as visitors of Civil Court Arang are facing considerable difficulties. Administrative Approval received for proposed work and estimate is prepaired for receiving Technical Saction.

7 Existing Road :- 3.75 M wide Earten Road

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

1 Excavation for roadway in soil using mechanical . 0.33 Km Total Length of Road 3100

2 Earth Work for embankment with selected soil. Km Total Length of Road 3100

3 150mm thick G.S.B. Km CC Length 600 5375 5725

4 100mm thick DLC for Cc Road Km

5 200mm thick PQC with M-30 Gr. For CC Road Km

6 P & F 80mm thick precast interlocking concrete block Shoulder Km

7 Construction of RCC open drain with 0.60 m width x 0.60 m average depth Km

8 Providing and laying Pre cast RCC slab over RCC drain of required size made of grade RCC M-25 0.217 Km

9 P & F Direction and Place Identification signs upto & Above 0.9 sqm size board as per Clause 8.1. 3 No

10 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. Incashing with PCC M15 5 No

7 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 PWD SUB DIV. NO.4 Arang EXECUTIVE ENGINEER PWD, DIVISION NO.2, RAIPUR (C.G.)

Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

Details & Abstract

S No I. No. Particular No. L W H/D Qty Unit Rate Amount

1 R-SOR It - 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. 1 330 10 0.45 Cum.

For paver edge protection 2 330 0.15 0.2 Cum.

2 R-SOR It - 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)

Add 2% for junction improvement Cum.

3 R-SOR It - 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.

A Plant mix method (with Mechanically crushed stone only)

(b) For Lower Sub-base with

(ii) Grading-VI Material 1 0.15 Cum.

Add 2% for junction improvement Cum. 0.08 0.03

Grand Total Cum. 1536 0.25 0.25

4 R-SOR It - 6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 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.

Both side layer between GSB & Shoulder 2 0.22 Cum.

Add 2% for junction improvement Cum.

Total Cum. 2562

R-SOR It - 6.4 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. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

Add 2% for junction improvement Cum.

Total Cum. 4748

R-SOR It - 4.14(B) Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63.

(B) 80mm thick precast interlocking concrete block of C.C. M-40 grade on Area of Light Traffic/ residential streets

(i) 80mm thick Plain precast interlock concrete block

Shoulder for CC Road portion 2 1.875 Sqm 735

R-SOR It - 19 Construction of RCC open drain

Construction of RCC open drain with width 0.60m or 0.45 m (inside dimension) and average depth from inlet to outlet 0.60m or 0.45 m (maintaing slope as per site conditions) with 120 mm thick RCC M-25 walls, 120 mm thick RCC M-25 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, providing HYSD reinforcement consisting of 8 mm dia horizontal bars @ 150 mm c/c and U-shaped 8 mm dia bars @ 150 mm c/c including cutting,bending and binding wires, placing in position, providing shuttering and concreting by using cocrete mixer , compaction by vibration etc complete as per drawings and technical specifications.

(i) 0.60 m width x 0.60 m average depth 1 meter 3255

R-SOR It -3.22 Providing and laying Pre cast RCC slab over RCC drain of required size made of grade RCC M-25 with 50mm dia perforation @ 600mm c/c in two rows in zig-zag pattern as per structural drawing including transportation of pre cast segements to work site and placing over drain as instructed by Engineer-in-charge.

B 840mm wide and 150mm thick (for drain 600 x 600 mm)

Drain Cover 1 217 meter 1148

R-SOR It - 8.7 Direction and Place Identification signs upto 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign over reflectrorized sheeting of required grade confirming to ASTM D 4956 as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

(I) With Aluminium Sheeting 2mm thick

A Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) 2 1.2 0.75 Sqm 7810

R-SOR It - 8.8 Direction and Place Identification signs with size more than 0.9 sqm size board as per Clause 8.1. Providing and erecting direction and place identification retro- reflectrorized sign digitally printed over reflectrorized sheeting of required grade confirming toASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting fixed over Aluminum sheeting / Aluminium Composit Material (ACM) Sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with Ml5 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

(I) With Aluminium Sheeting 2mm thick

C Made of Class-A High Intensity Mirco Prismatic Engineering Grade Sheeting of Type I confirming to Table 6.3 of IRC:67-2022 (for ODR & Village Roads) 1 2.4 1.2 Sqm 8813

11 R-SOR It - 4.18 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. 2 24 Each 525

R-SOR It - 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. 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 including joints duely filled and finished with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

A 450 mm dia 5 10 mtr 1509

13 R-SOR It - 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

Ordinary soil Up to 3 m depth

For incasing of Hume pipe 1.2 0.4 Cum 130

R-SOR It - 9.8(i) Plain cement concrete complete as per drawing and Technical Specifications

PCC Grade M 15 1.2 0.1 Cum

For incasing of Hume pipe 0.95 0.95 Cum

Less for Pipe volume 0.785 0.55*0.55 Cum

For Fixing Pav Shoulder Edge protection 2 0.12 0.3 Cum

26 R-SOR It - 11.4 P - 44 Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia. holes, 1 m. deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) 0 800 Each 750

27 R-SOR It - 11.4 P - 44 Half Brick Circular Tree Guard, in 2nd class Brick, internal diameter 1.25 meters, and height 1.2 meters, above ground and 0.20 meter below ground (Half brick circular tree guard, in 2nd class brick, internal diameter 1.25 meters, and height 1.2 meters, above ground and 0.20 meter below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement : 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete) 0 Each 1296

Say in Lacs Rs. 59.54

SUB ENGG. SUB DIVISIONAL OFFICER PWD SUB DIV. NO.4 Arang EXECUTIVE ENGINEER PWD, DIVISION NO.2, RAIPUR (C.G.)

Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

S.NO. DESCRIPTION PAGE NO. FROM PAGE NO. TO

2 REPORT & SPECIFICATION (Existing Crust Detail & Year of Construction/ Renewal)

3 COMPARISION WITH NORMATIVE COST

3 GENERAL ABSTRACT

4 GENERAL ABSTRACT OF CULVERTS

5 LOCATION OF CULVERTS

6 CBR TEST REPORT

7 TRAFFIC CENSUS

8 DESIGN OF PAVEMENT

9 TYPICAL CROSS-SECTION OF ROAD

10 DETAIL ESTIMATE ROAD WORK

11 REDUCE LEVELS

12 EARTH WORK CALCULATION SHEET

13 DETAIL ESTIMATE & DRAWINGS OF CULVERTS

14 PLAN & PROFILE (L-SECTION)

15 DETAILED X- SECTION

16 CERTIFICATES (All eesential certificates from competent Authority as per existing instruction issued earliar)

17 CMGSY/PMGSY NO OBJECTION CERTIFICATE

(III) TENTATIVE LAND ACQUISITION & POLE SHIFTING ESTIMATE

S. No. Particulars No L W Qty. Unit Rate Amount Remarks

1 Required Land for LS Rates as per UP Panjiyak avm Sanyonjak Jila mulyankan Samiti Arang Year 2019-20

As per Attchhed sheet In Borid Village Sqm

Add 4 Times As per New Land Acquision rule

1 Shifting of Electric poles (Lum Sump) 6 Nos 50000

Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

GENERAL ABSTRACT

Flexible Pavment Length KM

Rigid Pavment Length KM

Total Road Length KM

S.NO. PARTICULAR AMOUNT Cast Per KM

1 Part - I : Road Work (i) Fexible Pavment 0

(ii) Rigid Pavment

2 Part - II : Bridges & Culvert

3 Part - III : Protection Work & RCC DRAIN

4 Part - IV : Road Furniture Work

1 Add 1.0% for Work & Contingency Charge

2 Add 1.0% for Quality Control

3 Part - III : Land Aquisation and Shifting of Electric Pole

3 Add 18.0% for GST Charges

SAY (In Lacs):-

SUB-ENGINEER SUB DIVISIONAL OFFICER PWD SUB DIV. NO.4 Arang EXECUTIVE ENGINEER PWD, DIVISION NO.2, RAIPUR (C.G.)

Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

COMPARISION WITH NORMATIVE COST

New Construction :- 3.75 m/5.50 m/7.00m Carriage way

Strengthening & Widening :- 3.75 to 5.50 m/3.75 to 7.00 m/5.50 m to 7.00 m Carriage way

Reconstruction :- 3.00 m to 5.50 m / 3.00 m to 7.00 m Carriage way

Over Lay :- 5.50 m / 7.00 m Carriage way

S.NO. PARTICULAR Normative Cost Estimated Cast Justification of Excwess/ Saving

1 Part - I : Road Work

(i) Fexible Pavment 84.85 Due to as per New SOR 1/1/2025

(ii) Rigid Pavment - do

2 Part - II : Bridges & Culvert

(i) 1 x R 1000 Ø H.P.Culvert (Without Dismentaling) 1.9 do

(ii) 1 x R 1000 Ø H.P.Culvert (With Dismentaling) Incease due to dismentaling of Existing Culvert & as per New SOR 1/1/2025

(iii) 1 x R 1000 Ø H.P.Culvert (With Dismentaling) 12.06 do

1 x R 1000 Ø H.P.Culvert (With Dismentaling) 20.86 Incease due to dismentaling of Existing Culvert & as per New SOR 1/1/2025

(vi) Toe Wall Pitching (100 M) 9.26

(vii) RCC Retaining Wall (100 M) 29.67

SUB-ENGINEER SUB DIVISIONAL OFFICER PWD SUB DIV. NO.4 Arang EXECUTIVE ENGINEER PWD, DIVISION NO.2, RAIPUR (C.G.)

DIV. P.W.D. Division No.2, Raipur (C.G.)

SUB DIV P.W.D. Sub Div. No.4, Arang

FRONT PAGE DETAIL:-

DETAIL ESTIMATE FOR CONSTRUCTION OF

APPROACH ROAD FOR GOVT.I.T.I. ARANG

PWD DIVISION NO.2, RAIPUR (C.G.)

INDEX Detail Estimate for Construction of Approach Road for Govt. I.T.I. Arang, Dist.- Raipur, Length-0.33 K.M.

SEAL SUB DIVISIONAL OFFICER PWD SUB DIV. NO.4 Arang EXECUTIVE ENGINEER PWD, DIVISION NO.2, RAIPUR (C.G.)

Total Length of Road 350

Earthen Drain 2*350

Clearing & grubbing 2 8000

CBR VALUE SHEET

P.W.D. Sub Div. No.4, Arang P.W.D. Division No.2, Raipur (C.G.)