NIT NO. 238/Durg(Kawardha)/2026

NIT FOR ORDINARY MAINTANANCE AND PROTECTIVE WORK IN VARIOUS ROAD & CULVERT UNDER DIVISION KAWARDHA DISTT-KABIRDHAM (C.G.)

SN ITEM NO PARTICULARS OF ITEM QUANTITY UNIT RATE AMOUNT

1 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.

2 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.

Plant mix method (with Mechanically crushed stone only)

(a) For Sub-base cum drainage layer or upper sub-base with

(i) Grading- III Material

3 4.6 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.

4 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.

5 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 )

(ii) P.C.C. M-15

6 8.60 Re-Use of Metal Beam Crash Barrier

A Type A, "W" Metal Beam Crash Barrier Removing, Repairing and Erecting an existing "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long, including opening/ removing of nuts/ bolts/washers/ rivets etc, excavation and performing all actions required for removal, transporting safely and taking the materials in the possession of the contractor, performining required maintenance of the damaged members as beam, posts, spacers etc. as per requirements providing required nuts, bolts, washers, rivets etc., as per requirements and transporting back to site in good condition and installing/erecting the same, complete as per clause 811.3 and as directed by Engineer-in-Charge.

7 8.52 Construction of boulder / stone masonry wall 60 cm thick and 80 cm height in mud mortar including white washing 3 coats on one side of the wall for temporary diversion / guard walls including all materials complete.

8 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.

9 9.8 Plain cement concrete complete as per drawing and Technical Specifications

(i) PCC Grade M 15

10 8.30 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of Grade-C retro-reflective sheeting of Type-XI fixed on 2 mm aluminum sheeting (Confirming to IS:736-Material Designation 24345 or 1900) as specified in section 801.3 of MORT&H and fixing the same with four Nos. high strength nails confirming to IS: 1367 on trees at site each.

11 8.11 Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle iron 25x25x3mm mounted over one MS angle Iron post of size 50X50X6 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30X30X30 cm Including transportation etc. Complete

(II) Two Way Object Hazard Marker Size 450x900mm

B Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR, ODR & Village Roads)

12 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

13 4.24 Painting on kerbs in black & yellow alterante bands including cost of material and labour complete as per drawings and specification as per clause 803. 66

With Road Marking Paint

GENERAL ABSTRACT

DETAIL ESTIMATE FOR ORDINARY MAINTANANCE AND ROAD SAFETY WORK IN VARIOUS ROADS UNDER SUB DIVISION KAWARDHA DISTT-KABIRDHAM (C.G.)

S.No. Description of work Amount

1 DETAIL ESTIMATE FOR ODENARY MAINTANANCE AND ROAD SAFETY WORK IN VARIOUS ROADS UNDER SUB DIVISION KAWARDHA DISTT-KABIRDHAM (C.G.) 4999960.25

Say Rs. 50.00 Lacs

DETAIL ESTIMATE FOR ODENARY MAINTANANCE AND ROAD SAFETY WORK IN VARIOUS ROADS UNDER SUB DIVISION KAWARDHA DISTT-KABIRDHAM (C.G.)

SN ITEM NO PARTICULARS OF ITEM N L B D/H QUANTITY UNIT RATE AMOUNT

1 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.

CURVE IMPROVEMENT

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 70.00 2.00 0.50 70.00

KAWRDHA RAWELI PRATAPPUR ROAD 1 70.00 2.00 0.50 70.00

KAWARDHA BHORAMDEO PALAK ROAD 1 70.00 2.00 0.50 70.00

KARESARA KHAMHARIYA SILHATI ROAD 1 70.00 2.00 0.50 70.00

KODWA SAJA SILHATI ROAD 1 70.00 2.00 0.50 70.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 1 70.00 2.00 0.50 70.00

LOHARA RENGAKHAR ROAD 1 70.00 2.00 0.50 70.00

2 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.

Plant mix method (with Mechanically crushed stone only)

(a) For Sub-base cum drainage layer or upper sub-base with

(i) Grading- III Material

CURVE IMPROVEMENT

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 70.00 2.00 0.15 21.00

KAWRDHA RAWELI PRATAPPUR ROAD 1 70.00 2.00 0.15 21.00

KAWARDHA BHORAMDEO PALAK ROAD 1 70.00 2.00 0.15 21.00

KARESARA KHAMHARIYA SILHATI ROAD 1 70.00 2.00 0.15 21.00

KODWA SAJA SILHATI ROAD 1 70.00 2.00 0.15 21.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 1 70.00 2.00 0.15 21.00

LOHARA RENGAKHAR ROAD 1 70.00 2.00 0.15 21.00

3 4.6 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.

CURVE IMPROVEMENT

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 70.00 2.00 0.15 21.00

KAWRDHA RAWELI PRATAPPUR ROAD 1 70.00 2.00 0.15 21.00

KAWARDHA BHORAMDEO PALAK ROAD 1 70.00 2.00 0.15 21.00

KARESARA KHAMHARIYA SILHATI ROAD 1 70.00 2.00 0.15 21.00

KODWA SAJA SILHATI ROAD 1 70.00 2.00 0.15 21.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 1 70.00 2.00 0.15 21.00

LOHARA RENGAKHAR ROAD 1 70.00 2.00 0.15 21.00

4 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.

CURVE IMPROVEMENT

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 70.00 2.00 0.60 84.00

KAWRDHA RAWELI PRATAPPUR ROAD 1 70.00 2.00 0.60 84.00

KAWARDHA BHORAMDEO PALAK ROAD 1 70.00 2.00 0.60 84.00

KARESARA KHAMHARIYA SILHATI ROAD 1 70.00 2.00 0.60 84.00

KODWA SAJA SILHATI ROAD 1 70.00 2.00 0.60 84.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 1 70.00 2.00 0.60 84.00

LOHARA RENGAKHAR ROAD 1 70.00 2.00 0.60 84.00

5 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 )

(ii) P.C.C. M-15

CURVE IMPROVEMENT

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 70.00 2.00 0.20 28.00

KAWRDHA RAWELI PRATAPPUR ROAD 1 70.00 2.00 0.20 28.00

KAWARDHA BHORAMDEO PALAK ROAD 1 70.00 2.00 0.20 28.00

KARESARA KHAMHARIYA SILHATI ROAD 1 70.00 2.00 0.20 28.00

KODWA SAJA SILHATI ROAD 1 70.00 2.00 0.20 28.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 1 70.00 2.00 0.20 28.00

LOHARA RENGAKHAR ROAD 1 70.00 2.00 0.20 28.00

6 8.60 Re-Use of Metal Beam Crash Barrier

A Type A, "W" Metal Beam Crash Barrier Removing, Repairing and Erecting an existing "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long, including opening/ removing of nuts/ bolts/washers/ rivets etc, excavation and performing all actions required for removal, transporting safely and taking the materials in the possession of the contractor, performining required maintenance of the damaged members as beam, posts, spacers etc. as per requirements providing required nuts, bolts, washers, rivets etc., as per requirements and transporting back to site in good condition and installing/erecting the same, complete as per clause 811.3 and as directed by Engineer-in-Charge.

KAWRDHA RAWELI PRATAPPUR ROAD 1 80 80.00

KARESARA KHAMHARIYA SILHATI ROAD 1 80 80.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 1 30 30.00

7 8.52 Construction of boulder / stone masonry wall 60 cm thick and 80 cm height in mud mortar including white washing 3 coats on one side of the wall for temporary diversion / guard walls including all materials complete.

(i) In cement mortar CM 1:6

LOHARA RENGAKHAR ROAD 2 70.00 140.00 M 1099.00 153860.00

8 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 40 1.50 1.50 90.00

KAWRDHA RAWELI PRATAPPUR ROAD 1 40 1.50 1.50 90.00

9 9.8 Plain cement concrete complete as per drawing and Technical Specifications

(i) PCC Grade M 15

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 35 1.5 0.15 7.88

KAWRDHA RAWELI PRATAPPUR ROAD 1 35 1.5 0.15 7.88

10 8.30 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of Grade-C retro-reflective sheeting of Type-XI fixed on 2 mm aluminum sheeting (Confirming to IS:736-Material Designation 24345 or 1900) as specified in section 801.3 of MORT&H and fixing the same with four Nos. high strength nails confirming to IS: 1367 on trees at site each.

KAWRDHA TOWN ROAD 150 150.00

RAJNADGAON KAWARDHA PODI ROAD 300 300.00

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 160 160.00

KAWRDHA RAWELI PRATAPPUR ROAD 85 85.00

KAWARDHA BHORAMDEO PALAK ROAD 85 85.00

KARESARA KHAMHARIYA SILHATI ROAD 110 110.00

KODWA SAJA SILHATI ROAD 80 80.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 95 95.00

LOHARA RENGAKHAR ROAD 120 120.00

11 8.11 Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle iron 25x25x3mm mounted over one MS angle Iron post of size 50X50X6 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30X30X30 cm Including transportation etc. Complete

(II) Two Way Object Hazard Marker Size 450x900mm

B Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR, ODR & Village Roads)

RAJNADGAON KAWARDHA PODI ROAD 20 20.00

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 20 20.00

KAWRDHA RAWELI PRATAPPUR ROAD 20 20.00

KAWARDHA BHORAMDEO PALAK ROAD 20 20.00

KARESARA KHAMHARIYA SILHATI ROAD 20 20.00

KODWA SAJA SILHATI ROAD 20 20.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 20 20.00

LOHARA RENGAKHAR ROAD 20 20.00

12 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

RAJNADGAON KAWARDHA PODI ROAD 300 300.00

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 250 250.00

KAWRDHA RAWELI PRATAPPUR ROAD 220 220.00

KAWARDHA BHORAMDEO PALAK ROAD 150 150.00

KARESARA KHAMHARIYA SILHATI ROAD 160 160.00 525

KODWA SAJA SILHATI ROAD 200 200.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 210 210.00

LOHARA RENGAKHAR ROAD 200 200.00

13 4.24 Painting on kerbs in black & yellow alterante bands including cost of material and labour complete as per drawings and specification as per clause 803. 66

With Road Marking Paint

With Road Marking Paint

BIRKONA PIPARIYA MARKA CHUCHRUNGPUR ROAD 1 70.00 70.00

KAWRDHA RAWELI PRATAPPUR ROAD 1 70.00 70.00

KAWARDHA BHORAMDEO PALAK ROAD 1 70.00 70.00

KARESARA KHAMHARIYA SILHATI ROAD 1 70.00 70.00

KODWA SAJA SILHATI ROAD 1 70.00 70.00

KAWARDHA RAMPUR KHAMHARIYA ROAD 1 70.00 70.00

LOHARA RENGAKHAR ROAD 1 70.00 70.00

KARESARA KHAMHARIYA SILHATI ROAD 1 23000.00 0.50 11500.00

KODWA SAJA SILHATI ROAD 1 12000.00 0.50 6000.00

DETAIL ESTIMATE FOR ODENARY MAINTANANCE AND ROAD SAFETY WORK IN VARIOUS ROADS UNDER SUB DIVISION KAWARDHA DISTT-KABIRDHAM (C.G.)

SN ITEM NO PARTICULARS OF ITEM QUANTITY UNIT RATE AMOUNT

1 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.

2 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.

Plant mix method (with Mechanically crushed stone only)

(a) For Sub-base cum drainage layer or upper sub-base with

(i) Grading- III Material

3 4.6 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.

4 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.

5 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 )

(ii) P.C.C. M-15

6 8.60 Re-Use of Metal Beam Crash Barrier

A Type A, "W" Metal Beam Crash Barrier Removing, Repairing and Erecting an existing "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long, including opening/ removing of nuts/ bolts/washers/ rivets etc, excavation and performing all actions required for removal, transporting safely and taking the materials in the possession of the contractor, performining required maintenance of the damaged members as beam, posts, spacers etc. as per requirements providing required nuts, bolts, washers, rivets etc., as per requirements and transporting back to site in good condition and installing/erecting the same, complete as per clause 811.3 and as directed by Engineer-in-Charge.

7 8.52 Construction of boulder / stone masonry wall 60 cm thick and 80 cm height in mud mortar including white washing 3 coats on one side of the wall for temporary diversion / guard walls including all materials complete.

8 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.

9 9.8 Plain cement concrete complete as per drawing and Technical Specifications

(i) PCC Grade M 15

10 8.30 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of Grade-C retro-reflective sheeting of Type-XI fixed on 2 mm aluminum sheeting (Confirming to IS:736-Material Designation 24345 or 1900) as specified in section 801.3 of MORT&H and fixing the same with four Nos. high strength nails confirming to IS: 1367 on trees at site each.

11 8.11 Providing & Fixing Hazard Marker Partial Reflective hazard marker as per clause 15.66 of IRC 67-2022, made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS: 2062 Painted with one coat of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm alternative bands of yellow Retro- Reflective Sheeting of Micro Prismatic Grade pasted as per IRC:79 and black paint, including back frame made of angle iron 25x25x3mm mounted over one MS angle Iron post of size 50X50X6 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30X30X30 cm Including transportation etc. Complete

(II) Two Way Object Hazard Marker Size 450x900mm

B Made of Class-B Micro Prismatic Grade Sheeting of Type XI (for MDR, ODR & Village Roads)

12 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

13 4.24 Painting on kerbs in black & yellow alterante bands including cost of material and labour complete as per drawings and specification as per clause 803. 66

With Road Marking Paint