NIT NO. 307/DURG (Bemetara)/2026

GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT

GRAND TOTAL #REF!

Say (Rs. In Lacs) :- #REF!

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) 2.400 Hect 13438.00 32,251

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) 2500.000 Meter 44.00 110,000

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) 2520.000 Cum. 223.00 561,960

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.) 462.000 Cum. 1434.00 662,508

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. 3080.00 Cum. 64.00 197,120

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 10920.00 Sqm. 15.00 163,800

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 3080.00 Sqm. 17.00 52,360

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. 14000.00 Sqm 122.00 1,708,000

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. 14000.00 Sqm 47.00 658,000

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 1980.00 Cum 277.00 548,460

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 147.00 Cum. 5432.00 798,504

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 18.540 Cum. 146.00 2,707

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. 6.180 Cum 759.00 4,691

Total 5,549,541

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) 5,549,541

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)

Net Qty 2520.00

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.)

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

NIT Schedule for WMM & BT Patch Repair Of Various Roads Under Sub Division Nawagarh.

PAC Rs. 113.70 Lakh

Sr. No. Department SOR Year Item Code Description UOM Rate Quantity Amount

1 PWD PWD Road 2026 It - 4.6 P - 24 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. Cum 1365.00 1668.66 2277720.90

2 PWD PWD Road 2026 It - 5.1 P - 29 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.on i) WBM/WMM surface @0.85 Kg/sqm. Sqm 65.00 11124.38 723084.70

3 PWD PWD Road 2026 It - 5.2 (i) P - 29 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 13.00 42272.63 549544.19

4 PWD PWD Road 2026 (ii) Granular surface treated with primes @ 0.30 kg/ Sqm Sqm 15.00 11124.38 166865.70

5 PWD PWD Road 2026 It - 5.21 B P - 37 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 Cum 4562.00 556.22 2537471.08

6 PWD PWD Road 2026 It - 5.12 II A (ii) P - 34 Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the 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, and finishing to required level and grade, complete as per clause 508. II) With mechanical paver finisher A) With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) Sqm 121.00 42272.63 5114988.23

Total Rs 11369674.80

Say. Rs. 113.70 Lakh

Sub Engineer Sub Divisional Officer PWD, Sub-Division Nawagarh Executive Engineer PWD, Division-Bemetara

PUBLIC WORKS DEPARTMENT

Detail A.R. Estimate for WMM & BT Patch Repair Of Various Roads Under Sub Division Nawagarh.

Assembly- Nawagarh

Estimated Cost Rs. 135.00 Lacs

P.W.D. DIVISION BEMETARA

REPORT & SPECIFICATION

1 Name of Work :- Detail A.R. Estimate for WMM & BT Patch Repair Of Various Roads Under Sub Division Nawagarh.

2 Amount of Estimate :- Rs. 135.00 Lacs.

3 Authority :- Chief Engineer PWD Durg Zone (C.G.)

4 Necessity :- The proposed Roads of under Sub Division Nawagarh is Class-I B.T. Roads.The road is Partly damaged due to continuous traffic and B.C. soil area. Hence to obtain above said work the estimate has been framed and submitted.

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

1. WMM - 150 mm thick as base course

2. P.C.C. for Levelling course

3. B.T. - 20 mm thick with M.S.S.

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 15/06/2026 & amendments upto date .

Sub Engineer Sub Divisional Officer PWD Sub Div Nawagarh Executive Engineer PWD Division., Bemetara

GENERAL ABSTRACT

Estimate No. : - Amount to Rs :- 135.00 Lacs

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

Project of which the work forms part work: - Detail A.R. Estimate for WMM & BT Patch Repair Of Various Roads Under Sub Division Nawagarh.

Register No. : - of 2026-27

Qty Sub Head Rate Per Amount Total

Detail A.R. Estimate for WMM & BT Patch Repair Of Various Roads Under Sub Division Nawagarh. As Per Attached 11440309

Grand Total 13499565

Say Rs : - 135.00 Lacs

Sub Engineer Sub Divisional Officer PWD Sub Division Nawagarh Executive Engineer PWD Division, Bemetara

Detail A.R. Estimate for WMM & BT Patch Repair Of Various Roads Under Sub Division Nawagarh.

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

Page Nos. L W H/D

1 It - 4.6 P - 24 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 subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.

2 It - 5.1 P - 29 (i) 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.on i) WBM/WMM surface @0.85 Kg/sqm.

3 It - 5.2 P - 29 (i) 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

(i) Bituminous surface @0.25kg/sqm 17799.00 Sqm. 13.00 231387

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

For WMM Patch 17799.00 Sqm. 15.00 266985

5 It - 5.21 P - 37 (B) 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

6 It - 5.12 P - 34 II A (ii) Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the 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, and finishing to required level and grade, complete as per clause 508. II) With mechanical paver finisher A) With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates )

Sub Engineer Sub Divisional Officer PWD Sub Division Nawagarh Executive Engineer PWD Division, Bemetara