NIT NO. 86/DURG(Bemetara)/2026

GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT

Say (Rs. In Lacs) :-

Sub Engineer Sub Divisional Officer Executive Engineer

PWD Sub Division., Bemetara PWD Division., Bemetara

Detail Estimate for Strengthening of Bhimbhauri - Kumhi Road Length 4.40 Km under A/R 2016-17

S. No. Item No. Particular Qty. Unit Rate Amount

1 It - 2.2 P - 8 Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish up to a distance of 50 meters outsite the periphery of the area) Hect 13438

2 It - 3.16 P - 12 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters) Meter 44

3 It - 3.12 P - 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) Cum. 223

4 It - 4.10 P - 16 Wet Mix Macadam (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 as per clause 406.) Cum. 1434

5 It - 5.1 P - 19 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.

(i) on WBM/WMM surface @0.85 Kg/sqm. Cum. 64

6 It - 5.2 P - 19 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.

(i) Bituminous surface @ 0.25 kg /Sqm Sqm. 15

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm. 17

7 It - 5.7 P - 20 Open-Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 510)

(i) Mechanical method using Bitumen and minimum 40-60 TPH capacity hot mix plant. With mechanical paver finisher. Sqm 122

8 It - 5.9 P -21 Seal Coat (Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including rolling and finishing using Type A and B seal coats as per clause 511)

(i) Providing and laying of premix sand seal coat with minimum 40-60 TPH HMP of appropriate capacity using crushed stone chipping (passing through 2.36mm size sieve) and with bitumen as binder. Sqm 47

9 It - 4.13 P - 17 Construction of Shoulders (Construction of shoulders as per clause 408 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 and royalty charges etc. complete.

(B) With smooth wheeled roller Cum 277

10 It - 5.19 P - 23 & 24 Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.

(B) With mechanical paver finisher Cum. 5432

11 9.1 P - 27 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 Cum. 146

12 It - 9.5 P - 40 Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )

(B) 600 mm dia Meter 2459

13 It - 9.6 P - 40 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904. Cum 759

Sub Engineer Sub Divisional Officer Executive Engineer

PWD Sub Division Bemetara PWD Division, Bemetara

Detail Estimate for Strengthening of Bhimbhauri - Kumhi Road Length 4.40 Km under A/R 2016-17

S. No. Item No. Particular Measurement Qty.

Page Nos. L W H/D

1 It - 2.2 P - 8 Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish up to a distance of 50 meters outsite the periphery of the area)

2 It - 3.16 P - 12 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)

3 It - 3.12 P - 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)

Hard Shoulder +

4 It - 4.10 P - 16 Wet Mix Macadam (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 as per clause 406.)

Add 22% for Patch work 0.22 3.5 3 0.15

5 It - 5.1 P - 19 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.

(i) on WBM/WMM surface @0.85 Kg/sqm.

6 It - 5.2 P - 19 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.

(i) Bituminous surface @ 0.25 kg /Sqm

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm

7 It - 5.7 P - 20 Open-Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 510)

(i) Mechanical method using Bitumen and minimum 40-60 TPH capacity hot mix plant. With mechanical paver finisher.

8 It - 5.9 P -21 Seal Coat (Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including rolling and finishing using Type A and B seal coats as per clause 511)

(i) Providing and laying of premix sand seal coat with minimum 40-60 TPH HMP of appropriate capacity using crushed stone chipping (passing through 2.36mm size sieve) and with bitumen as binder.

9 It - 4.13 P - 17 Construction of Shoulders (Construction of shoulders as per clause 408 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 and royalty charges etc. complete.

(B) With smooth wheeled roller

10 It - 5.19 P - 23 & 24 Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushed aggregates of Grading-1 premixed with bituminous binder @ 3.1% transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.

(B) With mechanical paver finisher

11 9.1 P - 27 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

12 It - 9.5 P - 40 Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )

13 It - 9.6 P - 40 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904.

Sub Engineer Sub Divisional Officer PWD Sub Division Bemetara

PUBLIC WORKS DEPARTMENT

Detailed Estimate for Ordinary Maintainence of Various Roads Under Sub Division Saja.

Estimated Cost Rs. Lacs

P.W.D. DIVISION BEMETARA

GENERAL ABSTRACT

Estimate No. : - Amount to Rs :- Lacs

Department : - Executive Engineer, PWD (B&R) Division Bemetara

Project of which the work forms part work: - Detailed Estimate for Ordinary Maintainence of Various Roads Under Sub Division Saja.

Register No. : - of 2026 - 2027

Qty Sub Head Rate Per Amount Total

Detailed Estimate for Ordinary Maintainence of Various Roads Under Sub Division Saja. As Per Attached

Say Rs : - Lacs

Sub Engineer Sub Divisional Officer Executive Engineer

PWD (B&R) PWD (B&R)

Sub Division Saja Division Bemetara

REPORT & SPECIFICATION

1 Name of Work :- Detailed Estimate for Ordinary Maintainence of Various Roads Under Sub Division Saja.

2 Amount of Estimate :- Rs. Lacs.

3 Authority :- Higher Authority

4 Necessity :- The proposed Roads of under Sub Division Saja is Class-I B.T. Roads.Some places on the above route require minor repairs. Hence to obtain above said work the estimate has been framed and submitted.

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

1. Surface Drains in Soil

2. Excavation for Structures

3. 600 mm dia For F.C.

4. Restoration of Rain Cuts

5. Filling Pot-holes and Patch Repairs with WMM

6 Specifications :- As per standard of MORT & H details and specifications.

7 Rates :- As per Road SOR issued by Engineer-in-Chief PWD Raipur (C.G.) wef 01/01/2025 & amendments upto date .

Sub Engineer Sub Divisional Officer PWD Sub Div Saja Executive Engineer PWD Division Bemetara

Detailed Estimate for Ordinary Maintainence of Various Roads Under Sub Division Saja.

DETAILED & ABSTRACT

S. No. Item No. Particular Measurement Qty. Unit Rate Amount

1 It -3.15 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters.

Durg Dhamdha Bemetara (SH-07) Km.43/6 to 43/8 1 180

Kodwa Saja Silhati (MDR) Km.1/6 to 3/6 & 16/2 to 16/6 2 600

Deokar Ghontha Jalbandhha (MDR) Km.1/8 to 2/10 1 250

Deokar Parpodi Road (ODR) Km.1/2 to 10/4 2 440

Tipni Banranka Saigona (MDR) 14.75 Km. 2 290

Sonpuri Deurgaon Mohtara Road (VR) Km.1/2 to 8/10 2 210

2 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 backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil. upto 3 m depth

Kodwa Saja Silhati (MDR) Km.2,5,6,17 & 20 5 12.5 1 1

Sonpuri Deurgaon Mohtara Road (VR) Km.1/2 to 8/10 3 10 1 1

Mauhabhatha Mohtara Road (VR) Km.1/2 to 4/10 2 10 1 1

Deokar Basin Budhwara Road (VR) 7.45 Km. 3 10 1 1

Mauhabhatha To Deurgaon Road (VR) Km.1/2 to 4/10 2 10 1 1

3 It - 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. 600 mm dia

Kodwa Saja Silhati (MDR) Km.2,5,6,17 & 20 12.5

Sonpuri Deurgaon Mohtara Road (VR) Km.1/2 to 8/10 10

Mauhabhatha Mohtara Road (VR) Km.1/2 to 4/10 10

Deokar Basin Budhwara Road (VR) 7.45 Km. 10

Mauhabhatha To Deurgaon Road (VR) Km.1/2 to 4/10 10

4 It - 10.1 Restoration of Rain Cuts Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes.

Durg Dhamdha Bemetara (SH-07) Km.42/2 to 61/4 2 19400 2.5 0.15

Kodwa Saja Silhati (MDR) Km.1/2 to 7/10 & 16/2 to 23/10 2 15000 1.5 0.15

Saja Somaikala Chilfi Bendarchi (MDR) Km.1/2 to 13/10 2 13000 1.5 0.15

Tipni Banranka Saigona (MDR) 14.75 Km. 2 14750 1.5 0.15

Take 5% Qty. Cum. 0.0

5 It - 10.3 Filling Pot-holes and Patch Repairs with Wet Mix Macadam (WMM) 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, spreading by mechanical or mannual means as per size of the patch on well prepared surface and compacting with vibratory roller to achieve the desired density.as per clause 406

Budhwara Mohgaon Road (VR) 1.00 Km. 1 1000 3 0.15

Ghivri Padmi Road to Turasemariya (VR) 1.00 Km. 1 1000 3 0.15

Hathpan Approach Road (VR) 1.50 Km. 1 1500 3 0.15

Take 4% Qty. Cum. 0.0

6 It - 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/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Deokar Ghontha Jalbandhha (MDR) Km.1/2 to 8/10 2 8000 1.5 0.15

Take 3% Qty. Cum. 0.0

Executive Engineer PWD Division Bemetara

Sub Engineer Sub Divisional Officer P.W.D. Sub Division Saja

NIT Schedule for Ordinary Maintainence of Various Roads Under Sub Division Saja.

S.N. Depar SOR Year ITEM PARTICULARS OF ITEMS QUANTITY UNIT RATE AMOUNT

1 PWD Road 2015 It -3.15 Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters. Meter

2 PWD Road 2015 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 backfdling with approved material as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil. upto 3 m depth Cum.

3 PWD Road 2015 It - 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. 600 mm dia Meter

4 PWD Road 2015 It - 10.1 Restoration of Rain Cuts Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. Cum.

5 PWD Road 2015 It - 10.3 Filling Pot-holes and Patch Repairs with Wet Mix Macadam (WMM) 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, spreading by mechanical or mannual means as per size of the patch on well prepared surface and compacting with vibratory roller to achieve the desired density.as per clause 406 Cum.

6 PWD Road 2015 It - 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/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Cum.

Sub-Engineer Sub Divisional Officer Executive Engineer PWD (B&R) Division Bemetara

PWS (B&R) Sub Dn. Saja