NIT NO: 640/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 Construction of Gahira To Tilaidarha Road Length 2.20 Km.

PAC Rs. in Lacs 326.83 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 to be 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 clauses of section-200. A)In area of light jungle Hact. 40680 0.132 5370 0 0 N

2 PWD PWD ROAD 2015 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using 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 1647.52 156514 0 0 N

3 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 80 823.76 65901 0 0 N

4 PWD PWD ROAD 2015 3.12 Construction of embankment / sub-grade with Material Obtained from Borrow Pits (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 10751.465 2397577 0 0 N

5 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 7477.03 1869258 0 0 N

6 PWD PWD ROAD 2015 4.1 Construction of granular sub-base by providing close 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 3035.4 4164569 0 0 N

7 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.) Cum 1434 2211.75 3171650 0 0 N

8 PWD PWD ROAD 2015 5.1 Prime coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means) (i) on WBM/WMM surface @0.85 Kg/sqm. Sqm 64 8730 558720 0 0 N

9 PWD PWD ROAD 2015 5.2 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 surface treated with primes @ 0.30 kg / Sqm Sqm 17 8730 148410 0 0 N

10 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 436.5 2730308 0 0 N

11 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 8730 1274580 0 0 N

12 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. B) With smooth wheeled roller Cum 277 787.725 218200 0 0 N

13 PWD PWD ROAD 2015 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.) I)Ordinary soil i )Upto 3 m depth Cum 146 317.22 46314 0 0 N

14 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 553.0 30 16590 0 0 N

15 PWD PWD ROAD 2015 9.40 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). B)600 mm dia Mtr. 2617.0 40 104680 0 0 N

16 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 340 948260 0 0 N

17 PWD PWD ROAD 2015 (ii) P.C.C. M-15 Cum 3695 510 1884450 0 0 N

18 PWD PWD ROAD 2015 ii) Ordinary Kilometer Stone (Precast) Each 1460.0 4 5840 0 0 N

19 PWD PWD ROAD 2015 iii) 200 m stone (precast) Each 410.0 9 3690 0 0 N

20 PWD PWD ROAD 2015 4.17 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. Each 431.0 192 82752 0 0 N

21 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 encapsulated lens 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 intensity miccro prismatic grade sheeting of type I (For ODR and Village Road) Sqm 8115.0 3 24345 0 0 N

22 PWD PWD ROAD 2015 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of encapsulated lens 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 intensity miccro prismatic grade sheeting of type I (For ODR and Village Road) a) With Alumimum sheeting 2 mm thickness i) 900 mm equilateral triangle Each 3831.0 3 11493 0 0 N

23 PWD PWD ROAD 2015 ( ii ) 800 mm x 600 mm rectangular Each 4507.0 3 13521 0 0 N

24 PWD PWD ROAD 2015 8.2 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 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 30x30x30cm, including transportation etc. Complete. Each 1491.0 16 23856 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 707.0 132 93324 0 0 N

26 PWD PWD ROAD 2015 3.25 Construction of RCC Drain/Cover/Chamber (i) Excavation for drain (Earth work in excavation for drain/chamber 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.) cum 140.00 211.2 29568 0 0 N

27 PWD PWD ROAD 2015 (ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum 4146.00 49.5 205227 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 3.366 189509 0 0 N

29 PWD PWD ROAD 2015 9.9 Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M-15 Cum 3768.0 340.26 1282100 0 0 N

30 PWD PWD ROAD 2015 9.11 Providing and laying Pitching Stone/Boulder 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 clause 2504. Cum 2413.0 162 390906 0 0 N

31 PWD PWD ROAD 2015 9.12 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 and as per clause 2504. Cum 2079.0 108 224532 0 0 N

32 PWD PWD ROAD 2015 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 including dewatering etc. complete. I)Ordinary soil (i)Upto 3 m depth (Down stream) cum 146.00 596.35 87067 0 0 N

33 PWD PWD BRIDGE 2015 ii ) Ordinary rock (not requiring blasting) Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition ) cum. 295.2 91.5 27011 0 0 N

34 PWD PWD ROAD 2015 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (i)PCC Grade Ml5 cum 4613.00 119.74 552361 0 0 N

35 PWD 2015 (ii) PCC Grade M20 cum. 5247 181.23 950914 0 0 N

36 PWD PWD ROAD 2015 (vi) RCC Grade M25 cum 5979.00 119.4 713893 0 0 N

37 PWD PWD ROAD 2015 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. cum 68693.0 6.567 451107 0 0 N

38 PWD PWD BRIDGE 2015 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (D) Height upto 5m (a)Using concrete Mixer (ii) R.C.C. Grade M-25 Cum 6339.00 111 703629 0 0 N

39 PWD PWD BRIDGE 2015 (i) R.C.C. Grade M-30 cum. 6370.00 29.23 186195 0 0 N

40 PWD PWD BRIDGE 2015 A(b)(iii)P.C.C. Grade M-20 cum. 5551.00 491.23 2726818 0 0 N

41 PWD PWD BRIDGE 2015 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. MT 69002.0 10.49 723831 0 0 N

42 PWD PWD BRIDGE 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. sqm 66 16.8 1109 0 0 N

43 PWD PWD BRIDGE 2015 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). B)RCC Grade M-30 (i)For Solid slab super structure a)Using concrete Mixer ii)Height up to 5m cum. 6973 175.984 1227136 0 0 N

44 PWD PWD BRIDGE 2015 4.2 Supplying, fitting and placing HYSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101 17.6 1233778 0 0 N

45 PWD PWD BRIDGE 2015 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. cum. 11847 13.05 154603 0 0 N

46 PWD PWD BRIDGE 2015 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 nos. 2007 12 24084 0 0 N

47 PWD PWD BRIDGE 2015 4.18 Filler joint B Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. m. 1204 15.12 18204 0 0 N

48 PWD PWD BRIDGE 2015 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 Cum 905.00 244.08 220892 0 0 N

49 PWD PWD BRIDGE 2015 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. mtr. 321.00 161.5 51842 0 0 N

50 PWD PWD BRIDGE 2015 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200. cum 1926.00 90 173340 0 0 N

51 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, protection works, backfilling, concrete and masonry works in head walls and parapets). D. 1000 mm dia Meter 5528.00 20 110560 0 0 N

52 PWD PWD ROAD 2015 8.8 Painting on Concrete Surfaces (A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm 62.00 40.96 2540 0 0 N

TOTAL 32,682,928

Says Rs. In Lacs 326.83

Sub Engineer Sub-Div. Officer Executive Engineer

PWD (B/R) Sub-Div. Rgh PWD (B/R) Rgh.-Div. Rgh