NIT NO. 143/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

NIT Schedule for Special Repair of Bridges & Culverts on Various Roads Under Sub Division Saja.

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

1 PWD BRIDGE 2025 5.15 Providing cement plaster 12 mm thick in cement mortar 1:3 complete as per drawing and specifications as per section 1000& 1300. 123 133 Sqm.

2 PWD BRIDGE 2025 6.15 Replacement of damaged concrete railing (Dismantling the old railing and disposal of dismantled material) 10 2424 Meter

3 PWD BRIDGE 2025 6.16 Replacement of damaged mild steel railing (Dismantling of old railing and disposal of dismantled material) 60 3253 Meter

4 PWD BRIDGE 2025 6.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m as per section 2811. 37.5 126 Sqm.

5 PWD BRIDGE 2025 5.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504. A Stone/Boulder 18 2486 Cum.

6 PWD BRIDGE 2025 5.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504. 6 2232 Cum.

7 PWD Road 2025 9.5 Road SOR 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 600mm dia. 25 2264 Meter

8 PWD Road 2025 9.5 C 900mm dia. 12.5 4410 Meter

9 PWD BRIDGE 2025 4.4 Providing and laying Cement concrete wearing coat M-30 grade including einforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700 2.813 12684 Cum.

10 PWD BRIDGE 2025 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Using concrete mixer (i) PCC Grade M15 66.672 4791 Cum.

11 PWD BRIDGE 2025 (ii) PCC Grade M20 71.054 5135 Cum.

12 PWD BRIDGE 2025 3.6 Providing and laying Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). A Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20 60.944 5512 Cum. 335923

13 PWD BRIDGE 2025 2.1 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.) (i) Ordinary soil (i) Upto 3M depth 208.802 161 Cum.

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

PWS (B&R) Sub Dn. Saja

PUBLIC WORKS DEPARTMENT

Detailed Estimate for Special Repair of Bridges & Culverts on Various Roads Under Sub Division Saja.

Estimated Cost Rs. Lacs

P.W.D. DIVISION BEMETARA YEAR - 2026-27

REPORT & SPECIFICATION

1 Name of Work :- Detailed Estimate for Special Repair of Bridges & Culverts on Various Roads Under Sub Division Saja.

2 Amount of Estimate :- Rs. Lacs.

3 Authority :- E.E. P.W.D. Bemetara Div Bemetara

4 Necessity :- The proposed Roads of under Sub Division Saja is Class-I B.T. Roads. Ordinary Maintainence is Required in Bridges & Culverts. Hence to obtain above said work the estimate has been framed and submitted.

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

1 Replacement of Expansion Joints

2 Replacement of damaged concrete railing

3 Replacement of damaged mild steel railing

4 Providing and laying boulders apron

5 600mm & 900mm Dia. For F.C.

6 Providing and laying Pitching

7 PCC Grade M15 & M20

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

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 Special Repair of Bridges & Culverts on Various Roads Under Sub Division Saja.

Register No. : - of 2026- 2027

Qty Sub Head Rate Per Amount Total

Detailed Estimate for Special Repair of Bridges & Culverts on 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

Detailed Estimate for Special Repair of Bridges & Culverts on Various Roads Under Sub Division Saja.

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

Page Nos. L W H/D

1 5.15 Providing cement plaster 12 mm thick in cement mortar 1:3 complete as per drawing and specifications as per section 1000& 1300. 14 3 2.5

2 6.15 Replacement of damaged concrete railing (Dismantling the old railing and disposal of dismantled material) 1 10

3 6.16 Replacement of damaged mild steel railing (Dismantling of old railing and disposal of dismantled material) 2 30 Meter 0.0

4 6.1 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m as per section 2811. 1 10 3.75 Sqm. 0.0

5 5.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504. A Stone/Boulder 4 5 3 0.3

6 5.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504. 4 0.1

7 9.5 Road SOR 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 600mm dia. . 10 2.5 Meter 0.0

8 9.5 C 900mm dia. 5 2.5 Meter 0.0

9 4.4 Providing and laying Cement concrete wearing coat M-30 grade including einforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700 1 0.075 Cum. 0.0

10 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A Using concrete mixer (i) PCC Grade M15 10.3 3.2 0.2

(ii) PCC Grade M20 1.6 1.4

11 3.6 Providing and laying Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). A Height upto 5m (a) Using concrete Mixer (ii) P.C.C. Grade M-20 10 1 2.1

12 2.1 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.) (i) Ordinary soil (i) Upto 3M depth

Sub Engineer Sub Divisional Officer P.W.D. Sub Division Saja Executive Engineer PWD (B&R) Division Bemetara