NIT NO: 664/TC/2026-27

NAHARPALI - GINGOLA ROAD OF DISTRICT RAJNANDGAON 5.50 KMWIDENING AND STRENGTHENING WORK.(WORKING YEAR 2023-24)

S. NO SOR Item PARTICULAR QTY UNIT RATE AMOUNT

19 3.20 Construction of RCC open drain

(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. 550.00 Meter. 2592.00 1425600.00

Total = 1425600

NAHARPALI - GINGOLA ROAD OF DISTRICT RAJNANDGAON 5.50 KM WIDENING AND STRENGTHENING WORK. (WORKING YEAR 2023-24)

S. NO SOR Item PARTICULAR NO L B H/D QTY UNIT

19 3.20 Construction of RCC open drain

(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

a Left side ch: 0 to 0+300 1 300.00 300.00

S. NO SOR Item PARTICULAR QTY UNIT RATE AMOUNT

17 8.44 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts ,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.

(i) Single row for one utility service 60.00 Meter 553.00 33180.00

18 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3 /prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets .)

NAHARPALI - GINGOLA ROAD OF DISTRICT RAJNANDGAON 5.50 KM WIDENING AND STRENGTHENING WORK. (WORKING YEAR 2023-24)

S. NO SOR Item PARTICULAR NO L B H/D QTY UNIT

17 8.44 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts ,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.

(i) Single row for one utility service 4 15.00 60.00 Meter

18 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3 /prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets . )

B 600 mm dia 2 15.00 30.00 Meter

NAHARPALI - GINGOLA ROAD OF DISTRICT RAJNANDGAON 5.50 KMWIDENING AND STRENGTHENING WORK.(WORKING YEAR 2023-24)

S. NO SOR Item PARTICULAR QTY UNIT RATE AMOUNT

20 8.5 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing) 1.08 Sqm 12124.00 13094.00

21 8.6 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing) 2.40 Sqm 12426 29822.00

22 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of I.S.A. 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 M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of I.R.C: 67-2012)

(C) Made of class-A High intensitySuper Engineering Grade Sheeting of Type II (for ODR & Village Road)

a) With Aluminium Sheeting of 2mm thickness

A (i) 900 mm equilateral triangle 2.00 Each 3831.00 7662.00

B (ii) 800 mm x 600 mm rectangular 2.00 Each 4507.00 9014.00

23 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

A (ii) Ordinary Kilometer stone (Precast) 2.00 Each 1460.00 2920.00

B (iii) Hectometer stone (Precast) 6.00 Each 410.00 2460.00

5 4.2 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 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. 50.00 Each 431.00 21550.00

24 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) 165.00 Sqm 707.00 116655.00

NAHARPALI - GINGOLA ROAD OF DISTRICT RAJNANDGAON 5.50 KM WIDENING AND STRENGTHENING WORK. (WORKING YEAR 2023-24)

S. NO SOR Item PARTICULAR NO L B H/D QTY UNIT

1 8.5 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing)

2 8.6 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing)

3 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of I.S.A. 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 M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of I.R.C: 67-2012)

(C) Made of class-A High intensitySuper Engineering Grade Sheeting of Type II (for ODR & Village Road)

a) With Aluminium Sheeting of 2mm thickness

A (i) 900 mm equilateral triangle 2 2.00 Each

B (ii) 800 mm x 600 mm rectangular 2 2.00 Each

4 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

A (ii) Ordinary Kilometer stone (Precast) 2 2.00 Each

B (iii) Hectometer stone (Precast) 6 6.00 Each

5 4.2 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 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. 50 50.00 Each

Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79.

24 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.)

for curves 1 165 165.00 Sqm

Sr. No. Item No. Items Qty Unit Rate Amount

1 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.)

A Ordinary soil

(i) Upto 3 m depth 116.30 Cum 146.00 16980.00

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 44.21 Cum 905.00 40010.00

#REF! #REF! #REF!

Sr. No. Item No. Items Measurements Qty Unit

1 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.)

A Ordinary soil

(i) Upto 3 m depth

Total = 116.30 Cum

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

PCC Grade M15 Face wall 2 9.91 1.40 0.15 4.16

Total = 53.91 Cum

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 1 10.90 4.99 1.53 83.22

Sr. No. Item No. Items Qty Unit Rate Amount

1 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.)

A Ordinary soil

(i) Upto 3 m depth 84.58 Cum 146.00 12349.00

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 28.36 Cum 905.00 25666.00

#REF! #REF! #REF!

Sr. No. Item No. Items Measurements Qty Unit

1 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.)

A Ordinary soil

(i) Upto 3 m depth

Total = 84.58 Cum

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

PCC Grade M15 Face wall 2 8.18 1.40 0.15 3.44

Total = 43.36 Cum

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 1 10.90 3.26 1.53 54.37

Sr. No. Item No. Items Qty Unit Rate Amount

1 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.)

A Ordinary soil

(i) Upto 3 m depth 52.86 Cum 146.00 7718.00

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 12.52 Cum 905.00 11331.00

#REF! #REF! #REF!

Sr. No. Item No. Items Measurements Qty Unit

1 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.)

A Ordinary soil

(i) Upto 3 m depth

Total = 52.86 Cum

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

PCC Grade M15 Face wall 2 6.45 1.40 0.15 2.71

Total = 32.81 Cum

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 1 10.90 1.53 1.53 25.52

Sr. No. Item No. Items Qty Unit Rate Amount

1 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.)

A Ordinary soil

(i) Upto 3 m depth 99.46 Cum 146.00 14521.00

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 34.20 Cum 905.00 30951.00

#REF! #REF! #REF!

Sr. No. Item No. Items Measurements Qty Unit

1 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.)

A Ordinary soil

(i) Upto 3 m depth

Total = 99.46 Cum

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

PCC Grade M15 Face wall 2 9.91 1.40 0.15 4.16

Total = 51.43 Cum

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 1 8.40 4.99 1.53 64.13

Sr. No. Item No. Items Qty Unit Rate Amount

1 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.)

A Ordinary soil

(i) Upto 3 m depth 73.58 Cum 146.00 10743.00

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 21.95 Cum 905.00 19865.00

#REF! #REF! #REF!

Sr. No. Item No. Items Measurements Qty Unit

1 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.)

A Ordinary soil

(i) Upto 3 m depth

Total = 73.58 Cum

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

PCC Grade M15 Face wall 2 8.18 1.40 0.15 3.44

Total = 41.74 Cum

3 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.

(i) Granular material 1 8.40 3.26 1.53 41.90

Public Works Department

GENERAL ABSTRACT FOR CULVERTS

S.No. Description Qty Rate Unit Amount

1 DETAILED ESTIMATE FOR CONSTRUCTION OF 2.00M SPAN SLAB CULVERT 7 Nos. 1631692.00 Each 11421844.00

2 DETAILED ESTIMATE FOR CONSTRUCTION OF 4.00M SPAN SLAB CULVERT 11 Nos. 2849528.00 Each 31344808.00

3 DETAILED ESTIMATE FOR CONSTRUCTION OF 6.00M SPAN SLAB CULVERT 11 Nos. 5361423.00 Each 58975653.00

4 DETAILED ESTIMATE FOR CONSTRUCTION OF 8.00M SPAN SLAB CULVERT 5 Nos. 5920893.00 Each 29604465.00

5 DETAILED ESTIMATE FOR CONSTRUCTION OF 10.00M SPAN SLAB CULVERT 6 Nos. 6692202.00 Each 40153212.00

6 DETAILED ESTIMATE FOR CONSTRUCTION OF TWO SPAN 6.00M SLAB CULVERT 3 Nos. 6760534.00 Each 20281602.00

7 DETAILED ESTIMATE FOR CONSTRUCTION OF TWO SPAN 8.00M SLAB CULVERT 2 9138035.00 Each 18276070.00

8 DETAILED ESTIMATE FOR CONSTRUCTION OF TWO SPAN 10.0M SLAB CULVERT 1 10571667.00 Each 10571667.00

#REF! #REF! #REF!

NIT SCHEDULE FOR LAILUNGA TO PAKARGAON ROAD LENGTH - 2.55 Km.

PAC Rs. 241.67 Lacs

SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD ROAD 2015 2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant lauses of section- 200.A. A) In area of light jungle Hectare 40680.00 2.44 99,259 0 0 N

2 PWD PWD ROAD 2015 3.15 Compacting Original Ground. ii) Compacting Original Ground supporting embankment Cum. 28.00 Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. cum 28.00 3553.20 99,490 0 0 N

3 PWD PWD ROAD 2015 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. cum 95.00 680.73 64,669 0 0 N

4 PWD PWD ROAD 2015 3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Cum 80.00 340.36 27,229 0 0 N

5 PWD PWD ROAD 2015 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 with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 223.00 11104.48 2,476,299 0 0 N

6 PWD PWD ROAD 2015 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) Cum 250.00 12459.63 3,114,908 0 0 N

7 PWD PWD ROAD 2015 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 Sub-base cum drainage layer or upper sub-base with(i)Grading-V Material Cum 1372.00 3235.95 4,439,723 0 0 N

8 PWD PWD ROAD 2015 4.10 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 1434.00 2041.88 2,928,056 0 0 N

9 PWD PWD ROAD 2015 5.1 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. Sqm 64.00 8015.00 512,960 0 0 N

10 PWD PWD ROAD 2015 5.2 Tack coat 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.(ii)granular surfaces treated with primes @ 0.30 kg / Sqm Sqm 17.00 8015.00 136,255 0 0 N

11 PWD PWD ROAD 2015 5.3 Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)B.With mechanical paver finisher.(ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.40%) Cum 6255.00 400.75 2,506,691 0 0 N

12 PWD PWD ROAD 2015 5.8 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 146.00 8015.00 1,170,190 0 0 N

13 PWD PWD ROAD 2015 6.6 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) I.P.C.C. M-10 Cum. 2789.00 361.50 1,008,224 0 0 N

14 PWD PWD ROAD 2015 II P.C.C. M-15 (For Drain) Cum. 3695.00 144.00 532,080 0 0 N

15 PWD PWD ROAD 2015 6.7 Added No.1 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & logitudinal joints as per design and as per IRC-62-2014, over a prepared base as per approved mix design and finishing to lines and grade as per Drawing for pavment thickness less than 200mm in Low Volume Roads.PCC Grade M30 with minimum Cement Content @ 375kg/cum. Cum. 4391.00 495.00 2,173,545 0 0 N

16 PWD PWD ROAD 2015 4.13 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. Cum 277.00 1201.35 332,774 0 0 N

17 PWD PWD ROAD 2015 8.44 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts ,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.(i)Single row for one utility service Mtr 553.00 25.00 13,825 0 0 N

18 PWD PWD ROAD 2015 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 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protectionworks, backfilling, concrete and masonry works in head walls andparapets).B.600 mm dia Mtr 2617.00 50.00 130,850 0 0 N

19 PWD PWD ROAD 2015 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical ecification, 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 146.00 60.00 8,760 0 0 N

20 PWD PWD ROAD 2015 8.14 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) ii) Ordinary Kilometer stone (Precast) Each 1460.00 4.00 5,840 0 0 N

21 PWD PWD ROAD 2015 B(iii) Hectometer stone (Precast) Each 410.00 8.00 3,280 0 0 N

22 PWD PWD ROAD 2015 8.6 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing).(C)Made of class-A high Intencity Micro Prismatic Grade Sheeting of Type I (for ODR & Village Roads) Each 8115.00 3.00 24,345 0 0 N

23 PWD PWD ROAD 2015 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel frame of size 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 M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing)C.Made of class-A high Intencity Micro Super Engineering Grade Sheeting of Type II (for ODR & Village Roads) ii) 900 mm equilateral triangle Each 3831.00 6.00 22,986 0 0 N

24 PWD PWD ROAD 2015 (II) 800 mm X 600 mm rectangular Each 4507.00 6.00 27,042 0 0 N

25 PWD PWD ROAD 2015 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) Sqm 707.00 84.00 59,388 0 0 N

26 PWD PWD ROAD 2015 3.20(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. Meter. 2592.00 800.00 2,073,600 0 0 N

27 PWD PWD ROAD 2015 3.25 Construction of RCC Drain/Cover/Chamber ii.Construction of RCCdrain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer,compaction by vibration etc complete as per drawings and technicalspecifications excluding reinforcement. with RCC M-20 cum 4146.00 20.16 83,583 0 0 N

28 PWD PWD ROAD 2015 iii Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. MT 56301.00 1.61 90,645 0 0 N

Total 24,166,496

Say Rs. 241.67 Lacs

Sub Engineer Sub-Div. Officer Executive Engineer

PWD (B/R) Sub-Div.DH"Garh PWD (B/R) Rgh.-Div. Rgh