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Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
24 Sept 2026, 12:00 pm
Sh. R. Venkateswarlu, NHAI, R.O Patna
Regional Officer, National Highways Authority of India, Coworking Studio, 4th Floor, D-13 Patliputra Industrial Area, Patna - 800013
Short Term Maintenance Contract (STMC) Work of Approaches to Rail Cum Road Bridge Across River Ganga at Munger Ghat near Munger from 0.00(km 74.7 of NH-80) to km 9.394 (Start Point of Rail Cum Road Viaduct) and km 0.075 (End Point of Rail Cum Road Vi
2026_NHAI_287155_1
NIT No- 336/RO-PATNA/NHAI/2026-27
Open Tender
Civil Works
Item Rate
180 days
NHAI, RO- Patna
Please refer tender documents.
8 documents required · 8 mandatory
₹10,000
NHAI, RO- Patna
₹2.6 L
10 Aug 2026
10 Aug 2026
25 Sept 2026
10 Aug 2026
24 Sept 2026
10 Aug 2026
Production Rates of Plant & Machinery
Sl. No Name of Machinary Activity Name Unit Project Type Hourly Production Rate (Plain) Hourly Production Rate (Hilly)
1 Dozer D8R (CAT-D8R) Clearing & Grubbing Ha Large 0.202 0.152
2 Dozer D8R (CAT-D8R) Spreading Loose Stock Pile Cum Large 243.000 182.250
3 Dozer D8R (CAT-D8R) Soft Soil Excavation (prodn) Cum Large 162.000 121.500
4 Dozer D8R (CAT-D8R) Stiff Soft Soil Excavation (prodn) Cum Large 129.000 96.750
5 Dozer D8R (CAT-D8R) Soft Rock Excavation (prodn) Cum Large 94.000 70.500
6 Dozer D8R (CAT-D8R) Weathered rock Excavation Cum Large 78.000 58.500
1 Dozer -240HP Clearing & Grubbing Ha Large 0.168 0.126 D7R (CAT-D7R)
2 Dozer -240HP Spreading Loose Stock Pile Cum Large 201.000 150.750
3 Dozer -240HP Soft Soil Excavation (prodn) Cum Large 134.000 100.500
4 Dozer -240HP Stiff Soft Soil Excavation (prodn) Cum Large 107.000 80.250
5 Dozer -240HP Soft Rock Excavation (prodn) Cum Large 78.000 58.500
6 Dozer -240HP Weathered rock Excavation Cum Large 64.000 48.000
1 Dozer - 175 HP Clearing & Grubbing Ha Medium 0.130 0.098 D6R (CAT-D6R)
2 Dozer - 175 HP Spreading Loose Stock Pile Cum Medium 156.000 117.000
3 Dozer - 175 HP Soft Soil Excavation (prodn) Cum Medium 104.000 78.000
4 Dozer - 175 HP Stiff Soft Soil Excavation (prodn) Cum Medium 83.000 62.250
5 Dozer - 175 HP Soft Rock Excavation (prodn) Cum Medium 61.000 45.750
6 Dozer - 175 HP Weathered rock Excavation Cum Medium 50.000 37.500
1 Dozer - 90 HP Clearing & Grubbing Ha Small 0.072 0.054 D4K2 CAT
2 Dozer - 90 HP Spreading Loose Stock Pile Cum Small 87.000 65.250
3 Dozer - 90 HP Soft Soil Excavation (prodn) Cum Small 58.000 43.500
4 Dozer - 90 HP Stiff Soft Soil Excavation (prodn) Cum Small 46.000 34.500
5 Dozer - 90 HP Soft Rock Excavation (prodn) Cum Small 34.000 25.500
6 Dozer - 90 HP Weathered rock Excavation Cum Small 28.000 21.000
1 Excavator (1.2 m3 bucket capacity) Soft Soil Excavation (prodn) Cum Large 189.000 141.750
2 Excavator (1.2 m3 bucket capacity) Sand and Gravel Excavation (prodn) Cum Large 185.000 138.750
3 Excavator (1.2 m3 bucket capacity) Hard, Tough Clay Cum Large 153.000 114.750
4 Excavator (1.2 m3 bucket capacity) Rock well blasted Cum Large 122.000 91.500
5 Excavator (1.2 m3 bucket capacity) Rock poorly blasted Cum Large 81.000 60.750
6 Excavator (1.2 m3 bucket capacity) Wet Land Cum Large 81.000 60.750
7 Excavator (1.2 m3 bucket capacity) Soft Soil Excavation (prodn) including loading Cum Large 89.151 66.863
8 Excavator (1.2 m3 bucket capacity) Sand and Gravel Excavation (prodn) including loading Cum Large 87.028 65.271
9 Excavator (1.2 m3 bucket capacity) Hard, Tough Clay including loading Cum Large 72.170 54.127
10 Excavator (1.2 m3 bucket capacity) Rock well blasted including loading Cum Large 57.311 42.983
11 Excavator (1.2 m3 bucket capacity) Rock poorly blasted including loading Cum Large 38.208 28.656
12 Excavator (1.2 m3 bucket capacity) Wet Land including loading Cum Large 38.208 28.656
13 Excavator (1.2 m3 bucket capacity) Excavation in confined area Factor for multiplying 0.800 0.800
1 Excavator (1.1 m3 bucket capacity) Soft Soil Excavation (prodn) Cum Medium 173.000 129.750 CAT- 329 D L
2 Excavator (1.1 m3 bucket capacity) Sand and Gravel Excavation (prodn) Cum Medium 169.000 126.750
3 Excavator (1.1 m3 bucket capacity) Hard, Tough Clay Cum Medium 140.000 105.000
4 Excavator (1.1 m3 bucket capacity) Rock well blasted Cum Medium 111.000 83.250
5 Excavator (1.1 m3 bucket capacity) Rock poorly blasted Cum Medium 74.000 55.500
6 Excavator (1.1 m3 bucket capacity) Wet Land Cum Medium 74.000 55.500
7 Excavator (1.1 m3 bucket capacity) Soft Soil Excavation (prodn) including loading Cum Medium 77.411 58.058
8 Excavator (1.1 m3 bucket capacity) Sand and Gravel Excavation (prodn) including loading Cum Medium 75.568 56.676
9 Excavator (1.1 m3 bucket capacity) Hard, Tough Clay including loading Cum Medium 62.666 47.000
10 Excavator (1.1 m3 bucket capacity) Rock well blasted including loading Cum Medium 49.764 37.323
11 Excavator (1.1 m3 bucket capacity) Rock poorly blasted including loading Cum Medium 33.176 24.882
12 Excavator (1.1 m3 bucket capacity) Wet Land including loading Cum Medium 33.176 24.882
13 Excavator (1.1 m3 bucket capacity) Excavation in confined area Factor for multiplying 0.800 0.800
1 Excavator (0.9 m3 bucket capacity) Soft Soil Excavation (prodn) Cum Small 142.000 106.500
2 Excavator (0.9 m3 bucket capacity) Sand and Gravel Excavation (prodn) Cum Small 138.000 103.500
3 Excavator (0.9 m3 bucket capacity) Hard, Tough Clay Cum Small 115.000 86.250
4 Excavator (0.9 m3 bucket capacity) Rock well blasted Cum Small 91.000 68.250
5 Excavator (0.9 m3 bucket capacity) Rock poorly blasted Cum Small 61.000 45.750
6 Excavator (0.9 m3 bucket capacity) Wet Land Cum Small 61.000 45.750
7 Excavator (0.9 m3 bucket capacity) Soft Soil Excavation (prodn) including loading Cum Small 55.371 41.528
8 Excavator (0.9 m3 bucket capacity) Sand and Gravel Excavation (prodn) including loading Cum Small 54.053 40.540
9 Excavator (0.9 m3 bucket capacity) Hard, Tough Clay including loading Cum Small 44.824 33.618
10 Excavator (0.9 m3 bucket capacity) Rock well blasted including loading Cum Small 35.596 26.697
11 Excavator (0.9 m3 bucket capacity) Rock poorly blasted including loading Cum Small 23.730 17.798
12 Excavator (0.9 m3 bucket capacity) Wet Land including loading Cum Small 23.730 17.798
13 Excavator (0.9 m3 bucket capacity) Excavation in confined area Factor for multiplying 0.800 0.800
1 Wheel Loader (3.1 m3 bucket ) Soil loading in dump truck Cum Large 161.000 120.750
2 Wheel Loader (3.1 m3 bucket ) Sand loading in dump truck Cum Large 170.000 127.500 CAT-950H
3 Wheel Loader (3.1 m3 bucket ) Agreegate (3mm to 9mm) loading in dump truck Cum Large 173.000 129.750
4 Wheel Loader (3.1 m3 bucket ) Agreegate (12mm to 20mm) loading in dump truck Cum Large 164.000 123.000
5 Wheel Loader (3.1 m3 bucket ) Agreegate (24mm and above) loading in dump truck Cum Large 159.000 119.250
6 Wheel Loader (3.1 m3 bucket ) Well Blasted Rock loading in dump truck Cum Large 152.000 114.000
7 Wheel Loader (3.1 m3 bucket ) Average Blasted Rock loading in dump truck Cum Large 141.000 105.750
8 Wheel Loader (3.1 m3 bucket ) Poor Blasted Rock loading in dump truck Cum Large 115.000 86.250
9 Wheel Loader (3.1 m3 bucket ) Soil loading and transporting within 150 m Cum Large 56.000 42.000
10 Wheel Loader (3.1 m3 bucket ) Sand loading and transporting within 150 m Cum Large 59.000 44.250
11 Wheel Loader (3.1 m3 bucket ) Agreegate (3mm to 9mm) loading and transporting within 150 m Cum Large 59.000 44.250
12 Wheel Loader (3.1 m3 bucket ) Agreegate (12mm to 20mm) loading and transporting within 150 m Cum Large 56.000 42.000
13 Wheel Loader (3.1 m3 bucket ) Agreegate (24mm and above) loading and transporting within 150 m Cum Large 55.000 41.250
14 Wheel Loader (3.1 m3 bucket ) Well Blasted Rock loading and transporting within 150 m Cum Large 54.000 40.500
15 Wheel Loader (3.1 m3 bucket ) Average Blasted Rock loading and transporting within 150 m Cum Large 51.000 38.250
16 Wheel Loader (3.1 m3 bucket ) Poor Blasted Rock loading and transporting within 150 m Cum Large 42.000 31.500
1 Wheel Loader (2.1 m3 bucket ) Soil loading in dump truck Cum Medium 109.000 81.750
2 Wheel Loader (2.1 m3 bucket ) Sand loading in dump truck Cum Medium 115.000 86.250
3 Wheel Loader (2.1 m3 bucket ) Agreegate (3mm to 9mm) loading in dump truck Cum Medium 117.000 87.750
4 Wheel Loader (2.1 m3 bucket ) Agreegate (12mm to 20mm) loading in dump truck Cum Medium 111.000 83.250
5 Wheel Loader (2.1 m3 bucket ) Agreegate (24mm and above) loading in dump truck Cum Medium 108.000 81.000
6 Wheel Loader (2.1 m3 bucket ) Well Blasted Rock loading in dump truck Cum Medium 103.000 77.250
7 Wheel Loader (2.1 m3 bucket ) Average Blasted Rock loading in dump truck Cum Medium 96.000 72.000
8 Wheel Loader (2.1 m3 bucket ) Poor Blasted Rock loading in dump truck Cum Medium 78.000 58.500
9 Wheel Loader (2.1 m3 bucket ) Soil loading and transporting within 150 m Cum Medium 38.000 28.500
10 Wheel Loader (2.1 m3 bucket ) Sand loading and transporting within 150 m Cum Medium 40.000 30.000
11 Wheel Loader (2.1 m3 bucket ) Agreegate (3mm to 9mm) loading and transporting within 150 m Cum Medium 40.000 30.000
12 Wheel Loader (2.1 m3 bucket ) Agreegate (12mm to 20mm) loading and transporting within 150 m Cum Medium 38.000 28.500
13 Wheel Loader (2.1 m3 bucket ) Agreegate (24mm and above) loading and transporting within 150 m Cum Medium 37.000 27.750
14 Wheel Loader (2.1 m3 bucket ) Well Blasted Rock loading and transporting within 150 m Cum Medium 37.000 27.750
15 Wheel Loader (2.1 m3 bucket ) Average Blasted Rock loading and transporting within 150 m Cum Medium 34.000 25.500
16 Wheel Loader (2.1 m3 bucket ) Poor Blasted Rock loading and transporting within 150 m Cum Medium 28.000 21.000
1 Wheel Loader (1 m3 bucket ) Soil loading in dump truck Cum Small 52.000 39.000
2 Wheel Loader (1 m3 bucket ) Sand loading in dump truck Cum Small 55.000 41.250
3 Wheel Loader (1 m3 bucket ) Agreegate (3mm to 9mm) loading in dump truck Cum Small 56.000 42.000
4 Wheel Loader (1 m3 bucket ) Agreegate (12mm to 20mm) loading in dump truck Cum Small 53.000 39.750
5 Wheel Loader (1 m3 bucket ) Agreegate (24mm and above) loading in dump truck Cum Small 51.000 38.250
6 Wheel Loader (1 m3 bucket ) Well Blasted Rock loading in dump truck Cum Small 49.000 36.750
7 Wheel Loader (1 m3 bucket ) Average Blasted Rock loading in dump truck Cum Small 45.000 33.750
8 Wheel Loader (1 m3 bucket ) Poor Blasted Rock loading in dump truck Cum Small 37.000 27.750
9 Wheel Loader (1 m3 bucket ) Soil loading and transporting within 150 m Cum Small 18.000 13.500
10 Wheel Loader (1 m3 bucket ) Sand loading and transporting within 150 m Cum Small 19.000 14.250
11 Wheel Loader (1 m3 bucket ) Agreegate (3mm to 9mm) loading and transporting within 150 m Cum Small 19.000 14.250
12 Wheel Loader (1 m3 bucket ) Agreegate (12mm to 20mm) loading and transporting within 150 m Cum Small 18.000 13.500
13 Wheel Loader (1 m3 bucket ) Agreegate (24mm and above) loading and transporting within 150 m Cum Small 18.000 13.500
14 Wheel Loader (1 m3 bucket ) Well Blasted Rock loading and transporting within 150 m Cum Small 17.000 12.750
15 Wheel Loader (1 m3 bucket ) Average Blasted Rock loading and transporting within 150 m Cum Small 16.000 12.000
16 Wheel Loader (1 m3 bucket ) Poor Blasted Rock loading and transporting within 150 m Cum Small 13.000 9.750
1 Motor Grader (4.7 m blade) Clearing & Grubbing Ha Large 0.248 0.186 CAT-160H
2 Motor Grader (4.7 m blade) Ripping Cum Large 204.000 153.000
3 Motor Grader (4.7 m blade) Earthwork 250 mm thick Cum Large 206.667 155.000
4 Motor Grader (4.7 m blade) Earthwork 150 mm thick Cum Large 148.800 111.600
5 Motor Grader (4.7 m blade) Base/ subbase 150 mm thk Cum Large 124.000 93.000
1 Motor Grader (4.3 m blade) Clearing & Grubbing Ha Medium 0.206 0.154 CAT-140H
2 Motor Grader (4.3 m blade) Ripping Cum Medium 170.000 127.500
3 Motor Grader (4.3 m blade) Earthwork 250 mm thick Cum Medium 171.333 128.500
4 Motor Grader (4.3 m blade) Earthwork 150 mm thick Cum Medium 123.360 92.520
5 Motor Grader (4.3 m blade) Base/ subbase 150 mm thk Cum Medium 102.800 77.100
1 Motor Grader (3.35 m blade) Clearing & Grubbing Ha Small 0.184 0.138
2 Motor Grader (3.35 m blade) Ripping Cum Small 168.000 126.000
3 Motor Grader (3.35 m blade) Earthwork 250 mm thick Cum Small 153.657 115.243
4 Motor Grader (3.35 m blade) Earthwork 150 mm thick Cum Small 110.633 82.975
5 Motor Grader (3.35 m blade) Base/ subbase 150 mm thk Cum Small 92.194 69.146
1 Soil Compactor (CAT-CS-54) Soil Compaction Cum Common 206.000 154.500
2 Soil Compactor (CAT-CS-54) Base Course Compaction Cum Common 154.500 115.875
1 WMM-250 TPH Wet Mix tonne Large 188 140.625
2 WMM-200 TPH Wet Mix tonne Medium 188 140.625
3 WMM-100 TPH Wet Mix tonne Small 75 56.250
MECHANICAL PAVER FINISHER (WMM )
1 Mechanical Paver Finisher Wet Mix tonne Large 150 112.500
Hot Mix Batching Plant
2 Hotmix Plant-240 TPH Capacity DBM/BM/BC/Premix tonne Large 180.000 135.000
3 Hotmix Plant-200 TPH Capacity DBM/BM/BC/Premix tonne Large 150.000 112.500
4 Hotmix Plant-160 Capacity DBM/BM/BC/Premix tonne Medium 120.000 90.000
5 Hotmix Plant-120 Capacity DBM/BM/BC/Premix tonne Small 90.000 67.500
6 Hotmix Plant-80 Capacity DBM/BM/BC/Premix tonne Small 60.000 45.000
Concrete Mix Batching Plant
1 Batching & Mixing Plant 240Cum Capacity Concrete Mixing Cum Large 180 135.000
2 Batching & Mixing Plant 120Cum Capacity Concrete Mixing Cum Large 90 67.500
3 Batching & Mixing Plant 90 Cum Capacity Concrete Mixing Cum Medium 68 50.625
4 Batching & Mixing Plant 60Cum Capacity Concrete Mixing Cum Small 45 33.750
5 Batching & Mixing Plant 45 Cum Capacity Concrete Mixing Cum Small 34 25.313
Asphalt Compaction
1 Steel wheel vibratory Roller for asphalt compaction for thickness 75 to 100 mm asphalt compaction Cum Common 28 21.189
2 Steel wheel vibratory Roller for asphalt compaction for thickness 50 to 75 mm asphalt compaction Cum Common 20 15.135
3 Steel wheel vibratory Roller for asphalt compaction for thickness 50 mm asphalt compaction Cum Common 16 12.108
4 Steel wheel vibratory Roller for asphalt compaction for thickness 30 to 40 mm asphalt compaction Cum Common 11 8.475
5 Pnumetic Tyre roller asphalt compaction Cum Common 80 59.850
Integrated stone crusher of 250 TPH Stone crushing TPH Common 188 140.625
Rock/ Concrete Breaking
1 Excavator +Jack Hammer Soft Rock Excavation (prodn) Cum 9 6.445
2 Excavator +Jack Hammer Weathered rock Excavation Cum 6 4.395
3 Excavator +Jack Hammer Hard Rock Excavation (Blasting Prohibited) Cum 4 2.930
4 Excavator +Jack Hammer Concrete Breaking Cum 9 6.578
Concrete Mixure
1 Concrete Mixer (a) 0.4/0.28 cum Concrete Mixing Cum 3 1.875
2 Concrete Mixer (b) 1 cum Concrete Mixing Cum 8 5.625
Concrete Placer
1 Static concrete pump ( 35 to 45 Cum per Hr) Concrete Placing Cum 24 18.000
2 Hydraulic Concrete Boom pump ( 90 cum per hr) Concrete Placing Cum 43 32.400
SI. No. Description of Materials Unit Basic Rate (Rs.) (RCD SOR 2024) Carriage Cost (Rs.) Rate incl. Carriage (Rs.)
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Sl. No. Name of Materials Unit Source Gross Tipper Capacity per trip upto 5 km Km 5 to Km 50 Km 50 above - LOADING + UNLOADING Lead Distance(Km) TOTAL CARRIAGE COST
1 Lime , Stone dust, Building Rubbish, Earth, Manure or Sludge and Excavated Rocks Cum Rates applicable on compacted volume 149.67 8.80 6.22 0.00 0.00 15 328.0
ii) Screening Material Cum SHanti STONE CRUSHER khorda Jhinkijhari, Road, Bajpur, Odisha 752060 149.67 8.80 6.22 0.00 0.00 77.00 713.6 698.59
iii) Earth Cum Borrow area 149.67 8.80 6.22 0.00 0.00 5.00 149.7
2 Sand Stone agreegate and Soling Stone
i) Coarse Sand & Fine Sand Cum Konark 149.67 8.80 6.22 0.00 0.00 15.00 228.9 228.87
ii) Stone Agreegate Cum SHanti STONE CRUSHER khorda Jhinkijhari, Road, Bajpur, Odisha 752060 149.67 8.80 6.22 0.00 0.00 77.00 713.6 87.5
ii) Stone Agreegate (Used in DBM, BC & RCC Works) Cum SHanti STONE CRUSHER khorda Jhinkijhari, Road, Bajpur, Odisha 752060 149.67 8.80 6.22 0.00 0.00 77.00 713.6
iii) Stone Chips Cum SHanti STONE CRUSHER khorda Jhinkijhari, Road, Bajpur, Odisha 752060 149.67 8.80 6.22 0.00 0.00 77.00 713.6
iv) Soling Stone Cum SHanti STONE CRUSHER khorda Jhinkijhari, Road, Bajpur, Odisha 752060 149.67 8.80 6.22 0.00 0.00 77.00 713.6
v) Boulder Cum SHanti STONE CRUSHER khorda Jhinkijhari, Road, Bajpur, Odisha 752060 149.67 8.80 6.22 0.00 0.00 77.00 713.6
3 Cement ,stone blocks, G.I., C.I., A.C. & C.C. pipes below 100 mm dia and other heavy materials MT Cuttack 161.72 8.23 6.99 0.00 0.00 36.00 434.2 416.85
4 Steel MT Cuttack 0.00 0.00 0.00 0.00 0.00 0.00 0.0 sail cuttack
7 Flyash Cum Talcher Super Thermal Power Station, Kaniha, Angul, Odisha 759147 149.67 8.80 6.22 60.00 607.9
8 RCC pipes , A.C. pipes, Unreinforced Cement pipes Cuttack 1320.7 40.67 31.87 0.00 0.00 36.00 2704.6
TMT BAR FOR August 2021 (SAIL RATEs Bokaro)
Sr. No. Bar Dia 12 Meter Per Piece weight Including GST (18%) Excluding GST Remarks
Rate per Piece (As SAIL August 2021) Per Kg. Rate Per Ton Rate Per Ton Rate
Average Rate up 100Km. Lead 54,221.26
Detailed Project Report for Improvement to Two Lane withPaved Shoulder Newly Declared National Highways (NH 133E) of Bhagalpur to Baljhor( Bihar & Jharkhand Border) in the state of Bihar. https://www.fois.indianrail.gov.in/FOISWebPortal/pages/FWP_FrgtCalcNew.jsp
Calculation of Carriage cost of Stone Chips by Rail from Mirjachowki (PAKUR RANGE) to Bhagalpur
Quarry to Rail yard = 5.00 km
Surace Road = 5.00 km
Unsurface Road = 0.00 km
Carriage cost from Quarry to Mirjachowkir Rail Yard
Loading at Quarry site & Unloading at Mirjachowki Rail Yard = #REF! Rs
Loading at Mirjachowki Rail yard & Unloading at Bhagalpur Railway Station Yard = #REF! Rs
Carriage Cost by road = #REF! Rs bhikani
Total = #REF! Rs/m3
Distance of Mirjachowki Railway Yard to Bhagalpur Railway Station = 65.00 km
Railway freight = 212.70 Rs/MT
Add 7% busy season charge = 0.00 Rs/MT
Add 5% devlopment surcharge (B) = 10.64 Rs/MT
Terminal Charge (OTC+DTC) (C ) = 40.00 Rs/MT
(A+B+C) = 263.34 Rs/MT
Total = 263.34 Rs/MT
Railway freight in m3 = 1.6 x 263.34 = 421.34 Rs/m3
Add 10% Contractor profit & 8% Overhead Charges = 0.00 Rs/m3
Carriage Cost from Quarry to Kiul = #REF! Rs/m3
Carriage Cost from Kiul to Av. Work Site :- = #REF!
Total CC From Quarry to Av. Work Site :- = #REF!
Calculation of Carriage cost of Stone Boulder by Rail from MIRZACHAUKI TO Bhagalpur
Quarry to Rail yard = 5.00 km
Surace Road = 5.00 km
Unsurface Road = 0.00 km
Carriage cost from Quarry to Mirjachowkir Rail Yard
Loading at Quarry site & Unloading at Mirjachowki Rail Yard = #REF! Rs
Loading at Mirjachowki Rail yard & Unloading at Bhagalpur Railway Station Yard = #REF! Rs
Carriage Cost by road = #REF! Rs
Total = #REF! Rs/m3
Distance of Mirjachowki Railway Yard to Bhagalpur Railway Station = 65.00 km
Railway freight = 212.70 Rs/MT
Add 7% busy season charge = 0.00 Rs/MT
Add 5% devlopment surcharge (B) = 10.64 Rs/MT
Terminal Charge (OTC+DTC) (C ) = 40.00 Rs/MT
(A+B+C) = 263.34 Rs/MT
Total = 263.34 Rs/MT
Railway freight in m3 = 1.67 x 263.34 = 439.78 Rs/m3
Add 10% Contractor profit & 8% Overhead Charges = 0.00 Rs/m3
Carriage Cost from Quarry to Kiul = #REF! Rs/m3
Calculation of Carriage cost of Bitumen (CRMB-55,VG-10, VG-30 & VG-40) by Rail from Barauni Railway Station to Bhagalpur
Refinery to Rail yard = 10.00 km
Surace Road = 10.00 km
Unsurface Road = 0.00 km
Carriage cost from Barauni Refinery to barauni Rail Yard
Loading at Source & Unloading at Barauni Rail Yard = #REF! Rs
Loading at Barauni yard & Unloading at Tikani Railway Station Yard = #REF! Rs
Carriage Cost by road = 100.00 Rs
Total = #REF! Rs/m3
Distance of Barauni Railway Yard to Bhagalpur Railway Station = 116.00 km
Railway freight = 254.00 Rs/MT
Add 7% busy season charge = 0.00 Rs/MT
Add 5% devlopment surcharge (B) = 12.70 Rs/MT
Terminal Charge (OTC+DTC) (C ) = 40.00 Rs/MT
(A+B+C) = 306.70 Rs/MT
Total = 306.70 Rs/MT
Railway freight in m3 = 1.6 x 306.7 = 490.72 Rs/m3
Add 10% Contractor profit & 8% Overhead Charges = 0.00 Rs/m3
Carriage Cost from Quarry to Kiul = #REF! Rs/m3
Calculation of Carriage cost of Emulsion by Rail from Patna Railway station to Bhagalpur
From Stock to Rail yard = 10.00 km
Surace Road = 10.00 km
Unsurface Road = 0.00 km
Carriage cost from Quarry to Barauni Rail Yard
Loading at Stock & Unloading at Patna Rail Yard = #REF! Rs
Loading at Barauni Rail yard & Unloading at KIUL Railway Station Yard = #REF! Rs
Carriage Cost by road = 100.00 Rs
Total = #REF! Rs/m3
Distance of patna Rail yard to Bhagalpur Bihar = 228.00 km
Railway freight = 417.00 Rs/MT
Add 7% busy season charge = 0.00 Rs/MT
Add 5% devlopment surcharge (B) = 20.85 Rs/MT
Terminal Charge (OTC+DTC) (C ) = 40.00 Rs/MT
(A+B+C) = 477.85 Rs/MT
Total = 477.85 Rs/MT
Railway freight in m3 = 1.6 x 477.85 = 764.56 Rs/m3
Add 10% Contractor profit & 8% Overhead Charges = 0.00 Rs/m3
Carriage Cost from Quarry to KIUL = #REF! Rs/m3
Lead Table & Carriage Cost of Stone Boulder From Source to Crusher
Road ID No. Name of the Road District Source of Material Road Length (km) Lead from Source to Crusher Total Lead Amount (Rs) Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BM-13 Gopalpur Ghat to Bongaon (SH-3 ) Murshidabad Krishnanagar Railway Stack yard 66 0 0 0.00 0.00 0.00 0.00
Average cost 0.00
Lead Table & Carriage Cost of Stone Boulder From Mirzachauki, Jarkhand to site
Road ID No. Name of the Road District Source of Material Ex. Road Length (km) Average Project Lead Lead from Bhagalpur Rail Yard to site Total Lead Amount (Rs) Rail Carriage Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur Mirzachauki 77.00 38.5 20 0 58.50 #REF! 0.00 #REF! #REF!
Average cost #REF!
Lead Table & Carriage Cost of Aggregates From Mirzachauki, Jarkhand to site
Road ID No. Name of the Road District Source of Material Ex. Road Length (km) Average Project Lead Lead from Bhagalpur Rail Yard to site Total Lead Amount (Rs) Rail Carriage Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur Mirzachauki 77.00 38.5 20 0 58.50 #REF! 0.00 #REF! #REF!
Average cost #REF!
Lead Table & Carriage Cost of Aggregate from Mirzachauki, Jarkhand to HMP/Batching Plant
Road ID No. Name of the Road District Source of Material Ex. Road Length (km) Average Project Lead Lead from Bhagalpur Rail Yard to site Total Lead Amount (Rs) Rail Carriage Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur Mirzachauki 77.00 38.5 20 0 58.50 #REF! 0.00 #REF! #REF!
Average cost #REF!
Average Carriage Cost from Source to HMP/Batching Plant #REF!
Lead Table & Carriage Cost of Murum from Source to Site
Road ID No. Name of the Road District Source of Material Ex. Road Length (km) Average Project Lead Lead from Source to Site Total Lead Amount (Rs) Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur At Quarry 37.80 18.9 1 0 19.90 #REF! 0.00 #REF! loading including for road carriage
. Average cost #REF! #REF!
Lead Table & Carriage Cost of cement from Source to Plant
Road ID No. Name of the Road District Source of Material Road Length (km) Average Project Lead Lead from Source to Site Total Lead Amount (Rs) Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur Bhagalpur 37.8 20.0 0 0 20.00 #REF! 0.00 #REF!
Average cost #REF! #REF!
Lead Table & Carriage Cost of Coarse Sand from Source to Site
Road ID No. Name of the Road District Source of Material Ex. Road Length (km) Average Project Lead Lead from Source to Site Total Lead Amount (Rs) Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur Chandan River 37.80 10.0 0 0 10.00 #REF! 0.00 #REF!
Average cost #REF! 977
Lead Table & Carriage Cost of Coarse Sand from Source to HMP/Batching plant
Road ID No. Name of the Road District Source of Material Ex. Road Length (km) Average Project Lead Lead from Source to Site Total Lead Amount (Rs) Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur Chandan River 37.80 10.0 0 0 10.00 #REF! 0.00 #REF!
Average cost #REF!
Lead Table & Carriage Cost of Fine Sand from Source to Site
Road ID No. Name of the Road District Source of Material Ex. Road Length (km) Average Project Lead Lead from Source to Site Total Lead Amount (Rs) Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bhagalpur Locally Available Sand 37.80 0.0 2 1 3.00 #REF! 31.55 #REF! 18.9
Average cost #REF!
Lead Table & Carriage Cost of Bitumen (VG-10,VG-30, VG-40) from Source to HMP Plant
Road ID No. Name of the Road District Source of Material Road Length (km) Average Project Lead Lead from Bhagalpur Rail Yard to site Total Lead Amount (Rs) Rail Carriage Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Begusarai Barauni Refinery 37.80 18.9 0 0 18.90 #REF! 0.00 #REF! #REF!
Average cost #REF!
Lead Table & Carriage Cost of Emulsion (RS-1) from Source to HMP Plant
Road ID No. Name of the Road District Source of Material Road Length (km) Average Project Lead Lead from Bhagalpur Rail Yard to site Total Lead Amount (Rs) Rail Carriage Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Patna Patna 37.8 18.9 0 0 18.90 #REF! 0.00 0.00 #REF!
Average cost #REF!
Lead Table & Carriage Cost of Emulsion (MS) & Bitumen(CRMB-60) from Source to HMP Plant
Road ID No. Name of the Road District Source of Material Road Length (km) Average Project Lead Lead from Bhagalpur Rail Yard to site Total Lead Amount (Rs) Rail Carriage Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Begusarai Barauni Refinery 37.8 18.9 0 0 18.90 #REF! 0.00 0.00 #REF!
Average cost #REF!
Lead Table & Carriage Cost of Steel from Source to HMP Plant
Road ID No. Name of the Road District Source of Material Road Length (km) Average Project Lead Lead from Source to Site Total Lead Amount (Rs) Total Amount (Rs)
Pucca Rd Kachcha Rd Pucca Rd Kachcha Rd
BH Bhagalpur - Hansdiha Rd. Bokaro Bokarpo 37.8 0.0 282 0 282.00 #REF! 0.00 #REF! under 100 km
Average cost #REF!
NOTE: It is proposed to install the Batching Plant,HMP & WMM Plant at Ch. 33/800)
REPAIR AND REHABILITATION
Sr No Reference to MORT&H Specification Description Unit Quantity Rate (Rs.) Amount (Rs.) Remarks/ Input ref.
For Large Project For Medium Project For Small Project Large Project Medium Project Small Project
17.01 2811 Removal of existing cement concrete wearing coat including its disposal complete as per Technical Specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000 m
Unit = Sq m ( Thickness 75 mm)
Taking output = 10 sqm
Mate day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
Air Compressor 250 cfm with pneumatic breaker/jack hammer along with accessories. hour 1.00 1.00 1.00 #REF! #REF! #REF! #REF! P&M-15001 + P&M45001
Tractor-trolley. hour 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 sqm = (a+d+c+d) #REF! #REF! #REF!
Rate per sqm = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.02 2811 Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000 m.
Taking output = 10 sqm
Mate day 0.03 0.03 0.03 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.75 0.75 0.75 #REF! #REF! #REF! #REF! #REF!
Air Compressor 250 cfm with pneumatic breaker. hour 0.75 0.75 0.75 #REF! #REF! #REF! #REF! P&M-15001 + P&M45001
Tractor-trolley. hour 0.40 0.40 0.40 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 sqm = (a+d+c+d) #REF! #REF! #REF!
Rate per sqm = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.03 2807 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification
Taking output = 1 sqm
Assuming thickness 25 mm
Cement kg 16.00 16.00 16.00 #REF! #REF! #REF! #REF! #REF!
Graded sand cum 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Wire mesh 50mm x 50mm size of 3mm wire kg 2.00 2.00 2.00 #REF! #REF! #REF! #REF! #REF!
Epoxy kg 0.67 0.67 0.67 #REF! #REF! #REF! #REF! #REF!
Accelerator compound for guniting @ 4 per cent of weight of cement kg 0.64 0.64 0.64 #REF! #REF! #REF! #REF! #REF!
Add 2 per cent of cost of material for miscellaneous consumables like nozzles, wire brush, cotton waste etc. #REF! #REF! #REF!
Mate day 0.007 0.007 0.007 #REF! #REF! #REF! #REF! #REF!
Mason day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.14 0.14 0.14 #REF! #REF! #REF! #REF! #REF!
Compressor with guniting equipment along with accessories hour 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per sqm = (a+b+c+d+e) #REF! #REF! #REF!
say #REF! #REF! #REF!
17.04 2800 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
Taking output = 1 No.
Nipples each 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
Cement, fixing compound and consumables @ 15 per cent of cost of nipple #REF! #REF! #REF!
Mate day 0.006 0.006 0.006 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) labour for drilling day 0.08 0.08 0.08 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) labour for fixing nipple and sealing inlets day 0.08 0.08 0.08 #REF! #REF! #REF! #REF! #REF!
Mazdoor for cutting and removing of nipples day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Add 10 per cent of labour cost for drilling holes etc #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per No. = (a+b+c+d) #REF! #REF! #REF!
say #REF! #REF! #REF!
17.05 2806 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification.
Taking output = 1 kg
Cement including 10 per cent wastage kg 1.10 1.10 1.10 #REF! #REF! #REF! #REF! #REF!
Admixtures (anti shrinkage compound) @ 20 per cent of cost of cement #REF! #REF! #REF!
Mate day 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
Grout pump with agitator and accessories hour 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per kg = (a+b+c+d+e) #REF! #REF! #REF!
say #REF! #REF! #REF!
B Cement Mortar (1:1) Grouting
Taking output = 1 kg
Cement including 10 per cent wastage kg 0.55 0.55 0.55 #REF! #REF! #REF! #REF! #REF!
Sand including 10 per cent wastage kg 0.55 0.55 0.55 #REF! #REF! #REF! #REF! #REF!
Admixtures (anti shrinkage compound) @ 20 per cent of cost of cement #REF! #REF! #REF!
Mate day 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
Grout pump with agitator and accessories hour 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per kg = (a+b+c+d+e) #REF! #REF! #REF!
say #REF! #REF! #REF!
17.06 2800 Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.
Taking output = 10 sqm for an average thickness of 25mm.
Mate day 0.06 0.06 0.06 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.75 0.75 0.75 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.75 0.75 0.75 #REF! #REF! #REF! #REF! #REF!
Pre-packed polymer concrete based on epoxy system complete with curing compound, intiator and promoter including 5 per cent wastage. kg 315.00 315.00 315.00 #REF! #REF! #REF! #REF! #REF!
Grout pump with agitator and accessories hour 2.00 2.00 2.00 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 sqm = a+b+c+d+e #REF! #REF! #REF!
Rate per sqm = (a+b+c+d+e)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
Note This item is a proprietory item available in market as pre-packed polymer concrete and is required to be applied as per instructions of the manufacturer.
17.07 2803 Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.
Taking output = 1 kg
Epoxy including 10 per cent wastage kg 1.10 1.10 1.10 #REF! #REF! #REF! #REF! #REF!
Mate day 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
Epoxy Injection gun hour 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per kg = (a+b+c+d+e) #REF! #REF! #REF!
say #REF! #REF! #REF!
17.08 2804 Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification
Taking output = 10 sqm
Assume average 10mm thickness of epoxy mortar
Epoxy resin-hardener mix for prime coat kg 2.50 2.50 2.50 #REF! #REF! #REF! #REF! #REF!
Epoxy mortar kg 2.20 2.20 2.20 #REF! #REF! #REF! #REF! #REF!
Epoxy resin -hardener mix for seal coat. kg 2.00 2.00 2.00 #REF! #REF! #REF! #REF! #REF!
Add 3 per cent cost of material for other consumables like acetone etc and to cover wastage. #REF! #REF! #REF!
Mate day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 sqm = a+b+c+d #REF! #REF! #REF!
Rate per sqm = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.09 2807 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.
Taking output = 10 sqm, 40 mm average thickness.
Mate day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
Air compressor 250 cfm hour 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
Shotcreteing equipment hour 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
water tanker 6 KL capacity hour 0.02 0.02 0.02 #REF! #REF! #REF! #REF! #REF!
Cement kg 120.00 120.00 120.00 #REF! #REF! #REF! #REF! #REF!
Sand cum 0.15 0.15 0.15 #REF! #REF! #REF! #REF! #REF!
Coarse aggregate of size 4.75mm cum 0.15 0.15 0.15 #REF! #REF! #REF! #REF! #REF!
Quick setting compound kg 2.50 2.50 2.50 #REF! #REF! #REF! #REF! #REF!
Water KL 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 sqm = a+b+c+d+e #REF! #REF! #REF!
Rate per sqm = (a+b+c+d+e)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.10 2800 Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete
Taking output = 10 sqm
Assumed thickness - 10 mm
Acrylic polymer bonding coat Litre 1.40 1.40 1.40 #REF! #REF! #REF! #REF! #REF!
pre-packed cement based polymer mortar of strength 45 Mpa at 28 days kg 12.00 12.00 12.00 #REF! #REF! #REF! #REF! #REF!
Add 3 per cent of (a ) above for wastage. #REF! #REF! #REF!
Mate day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 sqm = a+b+c+d #REF! #REF! #REF!
Rate per sqm = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.11 2805 Eproxy bonding of new concrete to old concrete
Taking output = 10 sqm
Epoxy resin with pot life not less than 60-90 minutes and satisfying testing as per clause 2803.9 kg 8.00 8.00 8.00 #REF! #REF! #REF! #REF! #REF!
Add 3 per cent of (a ) above for wastage. #REF! #REF! #REF!
Mate day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 sqm = a+b+c+d #REF! #REF! #REF!
Rate per sqm = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.12 2812 Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification
Span assumed: 25 m
No. of cables: 4 no.
No. of anchorages : 8 no.
Taking output = 1 MT
Assume 12.7mm dia. Strand in 12T13 system. Weight-9.42 kg/m of cable.
HTS strand including 5 per cent wastage and extra length for jacking tonne 1.05 1.05 1.05 #REF! #REF! #REF! #REF! #REF!
HDPE pipes 75mm dia including 5 per cent wastage metre 112.00 112.00 112.00 #REF! #REF! #REF! #REF! #REF!
Cement for grouting kg 400.00 400.00 400.00 #REF! #REF! #REF! #REF! #REF!
Tube anchorage set complete with bearing plate, permanent wedges etc each 8.00 8.00 8.00 #REF! #REF! #REF! #REF! #REF!
Epoxy kg 6.00 6.00 6.00 #REF! #REF! #REF! #REF! #REF!
MS plates for deviator (where deviator blocks are not provided) tonne 2.10 2.10 2.10 #REF! #REF! #REF! #REF! #REF!
Add 20 per cent cost of material for other materials like lead sheet, sleeves, deviator fixtures etc. #REF! #REF! #REF!
i) For making holes in the structure .
Mate day 0.24 0.24 0.24 #REF! #REF! #REF! #REF! #REF!
Mazdoor Semi-skilled) day 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
ii) For making and fixing anchorages for cables and placement of cables .
Mate day 0.44 0.44 0.44 #REF! #REF! #REF! #REF! #REF!
Blacksmith day 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 8.00 8.00 8.00 #REF! #REF! #REF! #REF! #REF!
iii) For prestressing
Mate/Supervisor day 0.13 0.13 0.13 #REF! #REF! #REF! #REF! #REF!
Fitter day 0.70 0.70 0.70 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 2.65 2.65 2.65 #REF! #REF! #REF! #REF! #REF!
iv) For grouting
Mate/Supervisor day 0.13 0.13 0.13 #REF! #REF! #REF! #REF! #REF!
Mason day 0.70 0.70 0.70 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 2.65 2.65 2.65 #REF! #REF! #REF! #REF! #REF!
Stressing jack with pump hour 4.00 4.00 4.00 #REF! #REF! #REF! #REF! #REF!
Grouting pump with agitator hour 1.35 1.35 1.35 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per MT = (a+b+c+d+e) #REF! #REF! #REF!
say #REF! #REF! #REF!
17.13 2812 Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification
Span assumed: 50 m
No. of cables: 4 no.
No. of anchorages : 8 no.
Taking output = 3.10 MT
Assume 12.7mm dia. Strand in 19T13 system. Weight-14.73 kg/m of cable.
HTS strand including 5 per cent wastage and extra length for jacking tonne 3.10 3.10 3.10 #REF! #REF! #REF! #REF! #REF!
HDPE pipes 90mm dia including 5 per cent wastage metre 224.00 224.00 224.00 #REF! #REF! #REF! #REF! #REF!
Cement for grouting tonne 1.01 1.01 1.01 #REF! #REF! #REF! #REF! #REF!
Tube anchorage set complete with bearing plate, permanent wedges etc each 8.00 8.00 8.00 #REF! #REF! #REF! #REF! #REF!
Epoxy kg 10.00 10.00 10.00 #REF! #REF! #REF! #REF! #REF!
MS plates for deviator (where deviator blocks are not provided) tonne 7.00 7.00 7.00 #REF! #REF! #REF! #REF! #REF!
Add 20 per cent cost of material for other materials like lead sheet, sleeves, deviator fixtures etc. #REF! #REF! #REF!
i) For making holes in the structure .
Mate day 0.08 0.08 0.08 #REF! #REF! #REF! #REF! #REF!
Mazdoor Semi-skilled) day 8.00 8.00 8.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 8.00 8.00 8.00 #REF! #REF! #REF! #REF! #REF!
ii) For making and fixing anchorages for cables and placement of cables .
Mate day 1.28 1.28 1.28 #REF! #REF! #REF! #REF! #REF!
Blacksmith day 7.00 7.00 7.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 25.00 25.00 25.00 #REF! #REF! #REF! #REF! #REF!
iii) For prestressing
Mate/Supervisor day 0.20 0.20 0.20 #REF! #REF! #REF! #REF!
Fitter day 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 4.00 4.00 4.00 #REF! #REF! #REF! #REF! #REF!
iv) For grouting
Mate/Supervisor day 0.26 0.26 0.26 #REF! #REF! #REF! #REF! #REF!
Mason day 1.50 1.50 1.50 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 5.00 5.00 5.00 #REF! #REF! #REF! #REF! #REF!
Stressing jack with pump hour 7.00 7.00 7.00 #REF! #REF! #REF! #REF! #REF!
Grouting pump with agitator hour 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 3.10 MT = a+b+c+d+e #REF! #REF! #REF!
Rate per MT = (a+b+c+d+e)/3.10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.14 2812 Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification
Span assumed: 100 m
No. of cables: 6 no.
No. of anchorages : 12 no.
Taking output = 9.28 MT
Assume 12.7mm dia. Strand in 19T13 system. Weight-14.73 kg/m of cable.
HTS strand including 5 per cent wastage and extra length for jacking tonne 9.28 9.28 9.28 #REF! #REF! #REF! #REF! #REF!
HDPE pipes 90 mm dia including 5 per cent wastage metre 672.00 672.00 672.00 #REF! #REF! #REF! #REF! #REF!
Cement for grouting tonne 3.04 3.04 3.04 #REF! #REF! #REF! #REF! #REF!
Tube anchorage set complete with bearing plate, permanent wedges etc each 12.00 12.00 12.00 #REF! #REF! #REF! #REF! #REF!
Epoxy kg 14.00 14.00 14.00 #REF! #REF! #REF! #REF! #REF!
MS plates for deviator (where deviator blocks are not provided) tonne 20.00 20.00 20.00 #REF! #REF! #REF! #REF! #REF!
Add 20 per cent cost of material for other materials like lead sheet, sleeves, deviator fixtures etc. #REF! #REF! #REF!
i) For making holes in the structure .
Mate day 1.72 1.72 1.72 #REF! #REF! #REF! #REF! #REF!
Mazdoor Semi-skilled) day 18.00 18.00 18.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 25.00 25.00 25.00 #REF! #REF! #REF! #REF! #REF!
ii) For making and fixing anchorages for cables and placement of cables .
Mate day 4.00 4.00 4.00 #REF! #REF! #REF! #REF! #REF!
Blacksmith day 20.00 20.00 20.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 80.00 80.00 80.00 #REF! #REF! #REF! #REF! #REF!
iii) For prestressing
Mate/Supervisor day 0.30 0.30 0.30 #REF! #REF! #REF! #REF! #REF!
Fitter day 1.50 1.50 1.50 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 6.00 6.00 6.00 #REF! #REF! #REF! #REF! #REF!
iv) For grouting
Mate/Supervisor day 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
Mason day 5.00 5.00 5.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 20.00 20.00 20.00 #REF! #REF! #REF! #REF! #REF!
Stressing jack with pump hour 10.00 10.00 10.00 #REF! #REF! #REF! #REF! #REF!
Grouting pump with agitator hour 10.00 10.00 10.00 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 9.28 MT = a+b+c+d+e #REF! #REF! #REF!
Rate per MT = (a+b+c+d+e)/9.28 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.15 2810 Replacement of Bearings complete as per Technical Specification
Taking output = 3 No.
Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m.
a) Lifting of span
i) Hire charges for jack of 40 tonne lifting capacity. Day 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
Mate day 0.64 0.64 0.64 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 4.00 4.00 4.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 12.00 12.00 12.00 #REF! #REF! #REF! #REF! #REF!
v) Wooden packing cum 0.15 0.15 0.15 #REF! #REF! #REF! #REF! #REF!
b) Replacement of bearing
Cost of bearing. each 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost of repair of 3 bearings = a+b+c+d #REF! #REF! #REF!
Rate of repair per bearing = (a+b+c+d)/3 #REF! #REF! #REF!
say #REF! #REF! #REF!
Note The work entails replacement of all the bearings on one side of the span.
17.16 2811 Rectification of Bearings as per Technical Specifications
Taking output = 3 No.
a) Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m.
i) Hire charges for jack of 40 tonne lifting capacity. each 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
ii) Mate day 0.64 0.64 0.64 #REF! #REF! #REF! #REF! #REF!
iii) Mazdoor (Skilled) day 4.00 4.00 4.00 #REF! #REF! #REF! #REF! #REF!
iv) Mazdoor day 12.00 12.00 12.00 #REF! #REF! #REF! #REF! #REF!
v) Wooden packing cum 0.15 0.15 0.15 #REF! #REF! #REF! #REF! #REF!
b) Cost of parts to be replaced for 3 bearings. each 3.00 3.00 3.00 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost of repair of 3 bearings = a+b+c+d #REF! #REF! #REF!
Rate of repair per bearing = (a+b+c+d)/3 #REF! #REF! #REF!
say #REF! #REF! #REF!
Note The rectification of 3 bearings included in this analysis are on the same side of the span.
17.17 Replacement of Expansion Joints complete as per drawings
Taking output = 12 RM
Epoxy for bonding new concrete to old concrete @ 0.8 kg/sqm kg 9.60 9.60 9.60 #REF! #REF! #REF! #REF! #REF!
M-30 grade cement concrete excluding OH & CP (Rate as per items 14.1 C (i) cum 3.60 3.60 3.60 #REF! #REF! #REF! #REF! #REF!
Removal of old expansion joint including breaking of concrete, cutting of lugs and shifting of broken material etc.
Mate day 0.26 0.26 0.26 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 6.00 6.00 6.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.50 0.50 0.50 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for replacement of 12 RM = a+b+c+d #REF! #REF! #REF!
Rate per RM = (a+b+c+d)/12 #REF! #REF! #REF!
say #REF! #REF! #REF!
Note The rate for the installation of new expansion joints may be taken from the chapter on superstructure. Broken concrete will have to be replaced which has been included in this analysis.
17.18 Replacement of Damaged Concrete Railing.
Taking output = 10 RM
Labour for dismantling old railing and disposal of dismantled material.
Mate day 0.20 0.20 0.20 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 5.00 5.00 5.00 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley for disposal of dismantled material hour 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 m = a+b+c+d #REF! #REF! #REF!
Rate per metre = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
Note The rate for the provision of new railing may be adopted from the chapter on superstructure.
17.19 Replacement of Crash Barrier.
Taking output = 10 M
Labour for dismantling old railing and disposal of dismantled material.
Mate day 0.40 0.40 0.40 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 10.00 10.00 10.00 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley for disposal of dismantled material hour 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 m = a+b+c+d #REF! #REF! #REF!
Rate per metre = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
Note The rate for the construction of new crash barrier may be adopted from chapter 8 on Traffic and Transportation.
17.20 Replacement of Damaged Mild Steel Railing
Taking output = 10 M
Labour for dismantling old railing and disposal of dismantled material.
Mate day 0.16 0.16 0.16 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 4.00 4.00 4.00 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley for disposal of dismantled material hour 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 m = a+b+c+d #REF! #REF! #REF!
Rate per metre = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.21 Repair of Crash Barrier
Repair of concrete crash barrier with cement concert of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work.
Unit = Running meter.
Taking output = 10 M.
It is assumed that damage is to the extent of 10 per cent of the volume of concrete .This will require 0.30 cum of concrete.
Mate day 0.04 0.04 0.04 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
* For dismantling and trimming the surface to a regular shape and removal of damaged material.
M-30 grade cement concrete including OH & CP (Rate as per items 14.1 C (i) cum 0.30 0.30 0.30 #REF! #REF! #REF! #REF! #REF!
This may be priced based on the rate given the chapter of superstructure.
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 m = a+b+c+d #REF! #REF! #REF!
Rate per m = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.22 Repair of RCC Railing
Carrying out repair of RCC M30 railing to bring it to the original shape.
Unit = Running meter.
Taking output = 10 M.
It is assumed that damage is to the extent of 10 per cent .
M-30 grade cement concrete excluding OH & CP (Rate as per items 14.1 C (i) cum 0.10 0.10 0.10 #REF! #REF! #REF! #REF! #REF!
HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP) tonne 0.01 0.01 0.01 #REF! #REF! #REF! #REF! #REF!
Mate day 0.016 0.016 0.016 #REF! #REF! #REF! #REF! #REF!
mazdoor day 0.20 0.20 0.20 #REF! #REF! #REF! #REF! #REF!
* For dismantling and trimming the surface to a regular shape and removal of damaged material.
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 m = a+b+c+d #REF! #REF! #REF!
Rate per m = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.23 Repair of Steel Railing
Repair of steel railing to bring it to the original shape
It is assumed that the damage to the steel railing is to the extent of 10 per cent .
Unit = Running meter.
Taking output = 10 M.
Mild steel ISMC series kg 29.00 29.00 29.00 #REF! #REF! #REF! #REF! #REF!
Flat iron kg 10.00 10.00 10.00 #REF! #REF! #REF! #REF! #REF!
MS Bolt and nuts kg 1.00 1.00 1.00 #REF! #REF! #REF! #REF! #REF!
Add 5 per cent of cost of material for painting. #REF! #REF! #REF!
Mate day 0.016 0.016 0.016 #REF! #REF! #REF! #REF! #REF!
Mazdoor (Skilled) day 0.20 0.20 0.20 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.20 0.20 0.20 #REF! #REF! #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost of repair for10m = a+b+c+d #REF! #REF! #REF!
Cost of meter = (a+b+c+d)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.24 Soil Nailing with fully threaded hot-dip galvanized solid geotechnical bars as soil nails (galvanization minimum 500 grams per sqm) of minimum 25 mm diameter, having yield strength > 670N/mm2 and tensile strength > 800N/mm2
Unit = Running metre
Taking output = 6 Running Meter
Skilled Mazdoor day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Semi Skilled Mazdoor day 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Very Skilled day 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Driller day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Operator (Grouting) day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Air Compressor hour 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley hour 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
Grouting pump with agitator hour 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!
Drilling Machine hour 6.000 6.000 6.000 0.00 0.00 0.00
Fully Threaded Hot Dip galvanised geotechnical bars with casing' LM 6.000 6.000 6.000 120 720.00 720.00 720.00
Cement tonne 0.300 0.300 0.300 #REF! #REF! #REF! #REF! #REF!
Admixture Kg 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost of repair for10m = a+b+c+d #REF! #REF! #REF!
Cost of meter = (a+b+c+d+e)/6 #REF! #REF! #REF!
say #REF! #REF! #REF!
17.25 Precast Concrete Arch Structures for Rockfall Protection and Debri Flow protection
Precasting and Installation of precast concrete arch units followed by stage wise filling with selected fill materials on both side of the arch units. This includes construction of reinforced earth head walls and wing walls to provide confinement to the selected fill material, complete as per approved drawings and standard specifications to be precasted, stacked, transported and installed as per the methodology, design and drawings of system suppliers or their authorised representative ensuring compliance to the system supplier's instruction.
Unit = Running meter
Taking output 10 meter
Grade of concrete - M40
a) Material for Precast Concrete Arch units
M-40 grade cement concrete including OH & CP (Rate as per items 12.8 ( I ) Cum 250.00 250.00 250.00 #REF! #REF! #REF! #REF! #REF!
HYSD steel . tonne 45.00 45.00 45.00 #REF! #REF! #REF! #REF! #REF!
Providing Steel Moulds for Precasting of arch units tonne 30.00 30.00 30.00 #REF! #REF! #REF! #REF! #REF!
Add 10 per cent of the cost of materials for accessories like Providing High tensile lifting anchors, lifting eyes, steel jigs, spreader beams, slings and chains #REF! #REF! #REF!
Add consumables such as binding wire, foam, packing tape, shuttering oil, waterproofing, galvanized steel plates etc @ 5per cent of material cost #REF! #REF! #REF!
Mate day 30.00 30.00 30.00 #REF! #REF! #REF! #REF! #REF!
Mason day 10.00 10.00 10.00 #REF! #REF! #REF! #REF! #REF!
Mazdoor Skilled day 80.00 80.00 80.00 #REF! #REF! #REF! #REF! #REF!
Trailor hour 60.00 60.00 60.00 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 10 m = a+b+c+d #REF! #REF! #REF!
Rate per m = (a+b+c+d+e)/ 10 #REF! #REF! #REF!
say #REF! #REF! #REF!
Note For arriving at the final rate of precast concrete arch structures in meter, the rates of adeqauate Foundation, reinforced earth wall work for head wall and wing walls including selected backfill cost shall be added.
17.26 In-Situ Soil reinforcement for slope restoration and protection work
Supply and installation of In-Situ Soil reinforcement with fully threaded hot-dip galvanized solid geotechnical bars as soil nails (galvanization minimum 500 grams per sqm) of minimum 25 mm diameter, having yield strength > 670N/mm2 and tensile strength > 800N/mm2 as per technical specifications and drawings etc. complete including drilling, flushing,grouting, and all Supply and installation of all components listed as per technical specifications and drawings etc and considering all lead, lift and machinery .
Unit = Running metre
Taking output 6 meter
Skilled Mazdoor day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Semi Skilled Mazdoor day 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Very Skilled day 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Driller day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Operator (Grouting) day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Air Compressor hour 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley hour 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
Grouting pump with agitator hour 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!
Drilling Machine hour 6.000 6.000 6.000 40 240.00 240.00 240.00
Fully Threaded Hot Dip galvanised geotechnical bars with casing' LM 6.000 6.000 6.000 120 720.00 720.00 720.00
Cement tonne 0.300 0.300 0.300 #REF! #REF! #REF! #REF! #REF!
Admixture Kg 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 6 m = a+b+c+d+e #REF! #REF! #REF!
Rate per m = (a+b+c+d+e)/ 6 #REF! #REF! #REF!
say #REF! #REF! #REF!
Sr No Reference to MORT&H Specification Description Unit Quantity Rate (Rs.) Amount (Rs.) Remarks/ Input ref.
17.1 Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.
Excavation for Portal in Ordinary Rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal of excavated materials including all lifts and lead upto 1000m
Taking output = 60 cum
Mate day 0.040 #REF! #REF! #REF!
Mazdoor day 1.000 #REF! #REF! #REF!
Excavator 1.1 cum bucket capacity hour 8.214 #REF! #REF! #REF!
Jack Hammer hour 8.214 #REF! #REF! #REF!
Loading & unloading charges for disposed of grabbed material (Using by 10 cum capacity Tipper & 1 Cum capacity Loader) cum 72.000 #REF! #REF! #REF!
Tipper 10 cum capacity for transportation to dumping yard considering lead @ 1km t-km 120.000 #REF! #REF! #REF!
Cost for 60 cum = a+b+c+d #REF!
Rate per cum = (a+b+c+d)/60 #REF!
17.2 Excavation in Hard Rock (blasting prohibited)
Excavation for Portal in Hard Rock (blasting prohibited) with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and and disposal of excavated materials including all lifts and lead upto 1000m
Taking output = 50 cum
Mate day 0.040 #REF! #REF! #REF!
Mazdoor day 1.000 #REF! #REF! #REF!
Excavator 1.1 cum bucket capacity hour 10.039 #REF! #REF! #REF!
Jack Hammer hour 10.039 #REF! #REF! #REF!
Loading & unloading charges for disposed of grabbed material (Using by 10 cum capacity Tipper & 1 Cum capacity Loader) cum 60.000 #REF! #REF! #REF!
Tipper 10 cum capacity for transportation to dumping yard considering lead @ 1km t-km 100.000 #REF! #REF! #REF!
Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity cum 30.000 #REF! #REF! #REF!
Cost for 50 cum = a+b+c+d #REF!
Rate per cum = (a+b+c+d)/50 #REF!
17.3 Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres.
Excavation for portal in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and and disposal of excavated materials including all lifts and lead upto 1000m
Taking output = 350 cum
Mate day 0.040 #REF! #REF! #REF!
Mazdoor day 1.000 #REF! #REF! #REF!
Excavator 1.1 cum bucket capacity hour 5.024 #REF! #REF! #REF!
Loading & unloading charges for disposed of grabbed material (Using by 10 cum capacity Tipper & 1 Cum capacity Loader) hour 5.024 #REF! #REF! #REF!
Tipper 10 cum capacity for transportation to dumping yard considering lead @ 1km t-km 525.000 #REF! #REF! #REF!
Cost for 350 cum = a+b+c+d #REF!
Rate per cum = (a+b+c+d)/350 #REF!
17.4 Drill steel with Drill jumboo
Excavation for tunnel by using drilling & blasting methods in all types of rock including cost of all materials,machinery, labour, scaling excavated surface, marking, ventilation, lighting, drainage, removing and hauling the excavated muck outside tunnel upto specified dump area and all other ancillary operations etc. hole /Hr 13
Unit = cum 0.5 m c/c Meter/Hr 39
Taking output = 480 Cum
a) Labour Area of Face No. of Holes Length of Drill Total Length of Drill
Mazdoor day 6.000 #REF! #REF! #REF! 2.7 90% of Hole
Mazdoor (Skilled) day 2.000 #REF! #REF! #REF! 482
Three boom Hydraulic Drill Jumbo hour 25.067 #REF! #REF! #REF! Size of tunnel assumed ( finished section ) 11.64 m dia
Excavator for Scaling hour 2.000 #REF! #REF! #REF!
Tipper 10 cum capacity for transportation tonne.km 480 x 2 x L #REF! #REF! #REF! Shape of Tunnel assumed for excavation D - shape
Loading & unloading charges(Using by 10 cum capacity Tipper & 1 Cum capacity Loader) cum 576.000 #REF! #REF! #REF! Clear Height of Tunnel assumed ( finished section ) 5.5 m
Dozer (175 HP) hour 9.600 #REF! #REF! #REF! Pay-line margin assumed : 0.20 m 0.2 m
c) Materials Diameter of tunnel upto pay line for excavation 14.04 m
Explosives Kg 576.000 #REF! #REF! #REF! Drilling Spacing 0.9 m c/c
Delay Detonators Nos. 228.000 #REF! #REF! #REF!
Electric Detonators Nos. 35.000 #REF! #REF! #REF!
Detonation fuse coil Meter 50.000 #REF! #REF! #REF!
3.7 m long extension rod Nos 1.043 #REF! #REF! #REF!
Difter rod Nos 0.505 #REF! #REF! #REF!
R32 shank adapter Nos 1.043 #REF! #REF! #REF!
45 mm Button Bit Nos 3.692 #REF! #REF! #REF!
Add 10 per cent of cost of a+b+c towards Other consumable petty stores such as balsting batteries, galvanometers and Sharpening charges of bit etc. #REF! 4.239
Cost for 480 cum = a+b+c+d+e #REF!
Rate per cum = (a+b+c+d+e)/480 #REF!
17.5 Dewatering tunnel by pumping out water collected by natural drainage inside tunnel including
Dewatering in tunnel by pumping out water collected by natural drainage inside tunnel including providing sump wherever necessary, cost of all materials, machinery, labour, drainage and all other ancillary operations etc., complete.
Taking output = 20000 Hour
Mazdoor day 2500.000 #REF! #REF! #REF! 1666.666667
b) Machinery 0.000
Water Pump 10 HP hour 20000.000 #REF! #REF! #REF! 2500 6.849315068
GI Pipe 100 mm Dia Meter 500.000 #REF! #REF! #REF!
Flange Kg. 41.667 #REF! #REF! #REF!
Nut & Bolt Kg. 133.333 #REF! #REF! #REF!
Bracket Kg. 1125.000 #REF! #REF! #REF!
Credit for salvage value of GI Pipe @ 20 per cent Meter 100.000 #REF! #REF! #REF!
Cost for 20000 cum = a+b+c+d+e #REF!
Rate per cum = (a+b+c+d+e)/20000 #REF!
17.6 Providing , Fitting and Placing of Ribs
Providing , Fitting and Placing of Ribs including Fabrication, Erection,Temporary fixture, Handling of material inside fabrication workshop, final matching, field welding and complete as per Drawing and Technical Specifications.
Taking output = 26 Tonne
Mate day 0.800 #REF! #REF! #REF!
Mazdoor day 10.000 #REF! #REF! #REF!
Mazdoor(Semi Skilled) day 5.000 #REF! #REF! #REF!
Welder day 5.000 #REF! #REF! #REF!
Rotating Telehandlers hour 37.180 #REF! #REF! #REF!
ISMB 350 (Including 0.25% Wastage) Tonne 20.732 #REF! #REF! #REF! 413.867
MS Channel ISMC 75 (Including 0.25% Wastage) Tonne 3.830 #REF! #REF! #REF! 76.480
MS Plate 200 x 200 x 12 mm (Including 0.25% Wastage) Tonne 1.504 #REF! #REF! #REF! 30.144
Nuts and bolts (M 16X40) Kg 151.200 #REF! #REF! #REF! 3.024
Add 40 per cent of cost of a+b+c towards of Fabrication, Erection,Temporary fixture, Handling of material, final matching and field welding etc. #REF!
Cost for 26 Tonne = a+b+c+d+e #REF!
Rate per Tonne = (a+b+c+d+e)/26 #REF!
17.7 Shotcreting with Steel fibre reinforced micro silica shotcrete (SFRS)
Shotcreting to upper bench / lower bench with steel fiber reinforced shotcrete (SFRS) , shotcrete compressive strength shall be 25 N/mm2 and complete as per Drawing and Technical Specifications.
Taking output = 120 Cum
Mate day 0.32 #REF! #REF! #REF!
Mazdoor day 8.00 #REF! #REF! #REF!
Batching Plant of capacity 120 cum/hour hour 1.333 #REF! #REF! #REF!
Generator 250 KVA hour 1.333 #REF! #REF! #REF!
Loader 3.1 cum capacity hour 1.333 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) tonne.km 300 x L #REF! #REF! #REF! 0.08 4.8
For loading & unloading hour 11.333 #REF! #REF! #REF! 12.5
Shotcrete Machine @ 12 cum/hour hour 10.000 #REF! #REF! #REF!
Compressor 500 cfm hour 10.000 #REF! #REF! #REF!
Cement Tonne 49.440 #REF! #REF! #REF!
Sand Cum 86.850 #REF! #REF! #REF!
10 mm to 4.76 mm Aggregate Cum 52.080 #REF! #REF! #REF!
Steel Fiber Tonne 6.120 #REF! #REF! #REF!
Admixture @ 0.4 % of Cement Kg 197.760 #REF! #REF! #REF!
Microsilica @ 6 % of Cement Kg 2966.400 #REF! #REF! #REF!
Accelerator @ 4.5 % of Cement Kg 2224.800 #REF! #REF! #REF!
Add 20 per cent of cost of a+b+c for Wastage due to rebound. #REF!
Cost for 120 Cum = a+b+c+d+e #REF!
Rate per Cum = (a+b+c+d+e)/120 #REF!
17.8 Shotcreting with welded wiremesh
Shotcreting to upper bench / lower bench with welded wiremesh , shotcrete compressive strength shall be 25 N/mm2 and complete as per Drawing and Technical Specifications.
Taking output = 120 Cum
Mate day 0.32 #REF! #REF! #REF!
Mazdoor day 8.00 #REF! #REF! #REF!
Batching Plant of capacity 120 cum/hour hour 1.333 #REF! #REF! #REF!
Generator 250 KVA hour 1.333 #REF! #REF! #REF!
Loader 3.1 cum capacity hour 1.333 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) tonne.km 300 x L #REF! #REF! #REF!
For loading & unloading hour 11.333 #REF! #REF! #REF!
Shotcrete Machine @ 12 cum/hour hour 10.000 #REF! #REF! #REF!
Compressor 500 cfm hour 10.000 #REF! #REF! #REF!
Cement Tonne 49.440 #REF! #REF! #REF!
Sand Cum 86.850 #REF! #REF! #REF!
10 mm to 4.76 mm Aggregate Cum 52.080 #REF! #REF! #REF!
Wiremesh (Including 10% for lapping) Sqm 1320.00 #REF! #REF! #REF!
Admixture @ 0.4 % of Cement Kg 197.760 #REF! #REF! #REF!
Microsilica @ 6 % of Cement Kg 2966.400 #REF! #REF! #REF!
Accelerator @ 4.5 % of Cement Kg 2224.800 #REF! #REF! #REF!
Add 20 per cent of cost of a+b+c for Wastage due to rebound. #REF!
Cost for 120 Cum = a+b+c+d+e #REF!
Rate per Cum = (a+b+c+d+e)/120 #REF!
17.9 Providing and fixing 25 mm diameter 3 meter long steel rock bolts including drilling 45 mm dia holes, plate, nuts, cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc. complete as per Drawing and Technical Specifications.
Taking output = 155 Nos.
Mate day 0.48 #REF! #REF! #REF!
Mazdoor day 8.00 #REF! #REF! #REF!
Mason (IInd class) day 4.00 #REF! #REF! #REF!
Single boom Hydraulic Drill Jumbo hour 25.833 #REF! #REF! #REF!
3.7 m long extension rod Nos 1.011 #REF! #REF! #REF!
R32 shank adapter Nos 1.011 #REF! #REF! #REF!
45 mm dia cross bit Nos 3.577 #REF! #REF! #REF!
25 mm Tor Steel (Including 2.5% Wastage) Tonne 1.927 #REF! #REF! #REF!
Add 15 per cent of cost of a+b+c towards of cutting ,making tip, Threading, nut , plate,grouting and bit sharpening etc.. #REF!
Cost for 155 Nos = a+b+c+d+e #REF!
Rate per Number = (a+b+c+d+e)/155 #REF!
17.10 Providing and fixing 32 mm diameter 7 meter long steel rock bolts including drilling 51 mm dia holes, plate, nuts, cement grout, cost of all materials, machinery, labour, ventilation, lighting, drainage and all other ancillary operations etc. complete as per Drawing and Technical Specifications.
Taking output = 70 Nos.
Mate day 0.60 #REF! #REF! #REF!
Mazdoor day 10.00 #REF! #REF! #REF!
Mason (IInd class) day 5.00 #REF! #REF! #REF!
Single Boom Hydraulic hour 17.500 #REF! #REF! #REF! 490 28
c) Materials Life of 3.7 m long extension rod 460 m
3.7 m long extension rod Nos 1.065 #REF! #REF! #REF! R32 shank adapter 460 m
R32 shank adapter Nos 1.065 #REF! #REF! #REF! 32 mm coupling sleeve 460 m
32 mm coupling sleeve Nos 1.065 #REF! #REF! #REF! 51 mm dia button bit 130 m
51 mm dia button bit Nos 3.769 #REF! #REF! #REF!
32 mm Tor Steel (Including 2.5% Wastage) Tonne 3.237 #REF! #REF! #REF!
Add 15 per cent of cost of a+b+c towards of cutting ,making tip, Threading, nut , plate, grouting and bit sharpening etc.. #REF!
Cost for 70 Nos = a+b+c+d+e #REF!
Rate per Number = (a+b+c+d+e)/70 #REF!
17.11 Grouting with Cement
Grouting cement slurry in grout holes under specified pressure for consolidation / contact grouting including cost of all materials, machinery, labour, redrilling wherever necessary, ventilation,lighting, drainage and other ancillary operations etc. complete as per Drawing and Technical Specifications.
Taking output = 1.5 Tonne
Mate day 0.08 #REF! #REF! #REF!
Mazdoor day 2.00 #REF! #REF! #REF! Considered 50 kg per meter
No. of hole 5 Nos.
b) Machinery Length of hole 7 m
Grouting machine @ 25 Bags Per Hours hour 1.200 #REF! #REF! #REF! Total Length of Holes 35 m
Pump 10 HP hour 1.200 0.000
Single Boom Hydraulic hour 1.250 #REF! #REF! #REF! 1250
Cement Including 1% Wastage) Tonne 1.515 #REF! #REF! #REF!
Cost of water (Water/Cement Ratio - 0.4) KL 0.606 #REF! #REF! #REF!
3.7 m long extension rod Nos 0.076 #REF! #REF! #REF!
R32 shank adapter Nos 0.076 #REF! #REF! #REF!
32 mm coupling sleeve Nos 0.076 #REF! #REF! #REF!
51 mm dia cross bit Nos 0.269 #REF! #REF! #REF!
Add 5 per cent of cost of a+b+c towards of cutting ,making tip, Threading, nut , plate, grouting and bit sharpening etc.. #REF!
Cost for 1.5 Tonne = a+b+c+d+e #REF!
Rate per Tonne = (a+b+c+d+e)/1.5 #REF!
17.12 Furnishing and Placing Reinforced cement concrete in Tunnel Work as per drawing and Technical Specification
A RCC Grade M20
17.12A Using Batching Plant, Transit Mixer and Concrete Pump
Taking output = 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 B RCC Grade M25
Using Batching Plant, Transit Mixer and Concrete Pump
Taking output = 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 C RCC Grade M 30
Using Batching Plant, Transit Mixer and Concrete Pump.
Taking output = 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 D RCC Grade M35
Using Batching Plant, Transit Mixer and Concrete Pump
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 E RCC Grade M-40
Using Batching Plant, Transit Mixer and Concrete Pump
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 15 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 F RCC Grade M-45
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 G RCC Grade M-50
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 H RCC Grade M- 55
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 16 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 I RCC Grade M- 60
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis of concrete) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.12 J RCC Grade M- 65 #REF!
Taking output = 120 cum 120 cum
Per Cum Basic Cost (Rate as in sub-analysis) cum 120.00 #REF! #REF! #REF!
Water for curing Kl 63.00 #REF! #REF! #REF!
For pouring and placing
Mate day 0.36 #REF! #REF! #REF!
Mason day 1.50 #REF! #REF! #REF!
Mazdoor day 7.56 #REF! #REF! #REF!
Transit truck agitator
For transportation (6 cum Capacity) , L - lead in Kilometer tonne-km 300 x L #REF! #REF! #REF! 300
For unloading hour 2.78 #REF! #REF! #REF!
Hydraulic Boom placer pump hour 2.78 #REF! #REF! #REF!
Water tanker ( speed @ 20km/hr and return speed @ 30 km/hr and 30 mins for unloading )
(i) 12 KL capacity hour #REF! #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b+c) for 120 Cum
d) Formwork and staging 40 per cent of (a+b+c) 40.00 #REF!
Cost for 120 cum = a+b+c+d+e+f #REF!
Rate per cum = (a+b+c+d+e+f)/120 #REF!
17.13 Supplying, fitting and placing HYSD bar reinforcement in Tunnel Work complete as per drawing and technical specifications
Taking output = 8 MT
MS bars including 5 per cent overlaps and wastage tonne 8.40 #REF! #REF! #REF!
Binding wire Kg 48.00 #REF! #REF! #REF!
b) Labour for straightening, cutting, bending, shifting to site, tying and placing in position
Mate day 0.16 #REF! #REF! #REF!
Blacksmith day 1.00 #REF! #REF! #REF!
Mazdoor day 3.00 #REF! #REF! #REF!
Cutting Machine hour 8.00 #REF! #REF! #REF!
Bending Machine hour 8.00 #REF! #REF! #REF!
Electric generator 15 KVA hour 8.00 #REF! #REF! #REF!
Tipper for Transportation
(i) 14 cum capacity t.km 8 x L #REF! #REF! #REF!
Loading & Unloading Time hour
(i) 14 cum capacity hour 2.00 #REF! #REF! #REF!
Light weight Crane
At cutting bending yard hour 2.00 #REF! #REF! #REF!
At site hour 2.00 #REF! #REF! #REF!
Basic Cost of Labour, Material & Machinery (a+b) for 8 MT
Cost for 8 MT (a+b+c+d) #REF!
Rate for per MT (a+b+c+d)/8 #REF!
Environmental Management & Bio Engineering
Sr No Reference to MORT&H Specification Description Unit Quantity Rate (Rs.) Amount (Rs.) Remarks/ Input ref.
For Large Project For Medium Project For Small Project Large Project Medium Project Small Project
18.01 Construction of bamboo crib wall complete as per drawing and additional Technical specification.
Taking output = 1Rm
Mate day 0.025 0.025 0.025 #REF! #REF! #REF! #REF! #REF!
Mazdoor skilled day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.200 0.200 0.200 #REF! #REF! #REF! #REF! #REF!
Water tanker 6 KL capacity hour 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!
Bamboos ( For Horizontal Beam) Rm 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Live Stake Stump / Bamboos (Vertical) Rm 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!
Live Stake Stump / Bamboos (Horizontal) Rm 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Binding Material Rm 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Cost of Water KL 0.050 0.050 0.050 #REF! #REF! #REF! #REF! #REF!
Grass Kg 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 1 RM = a+b+c+d+e #REF! #REF! #REF!
Rate per cum = (a+b+c+d+e) #REF! #REF! #REF!
say #REF! #REF! #REF!
18.2 Construction of Fascines with a bundle of sticks complete as per drawing and additional Technical specification.
Taking output = 10 Rm
Mate day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Mazdoor skilled day 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley hour 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Hard wood sticks Nr 8 8 8 #REF! #REF! #REF! #REF! #REF!
Binding Material Rm 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 1 M = a+b+c+d+e #REF! #REF! #REF!
Rate per Rm = (a+b+c+d+e)/10 #REF! #REF! #REF!
say #REF! #REF! #REF!
18.3 Contruction and laying of brush Layers across the slope complete as per drawing and additional Technical specification.
Taking output = 100 sqm
Mate day 0.120 0.120 0.120 #REF! #REF! #REF! #REF! #REF!
Mazdoor for preparation of ground day 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
Water tanker including watering for 3 months hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley hour 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
Live Sods (.6m Length) Nr 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!
Farm yard manure @ 0.18 cum per 100 sqm at site of work cum 0.180 0.180 0.180 #REF! #REF! #REF! #REF! #REF!
Cost of water KL 12.000 12.000 12.000 #REF! #REF! #REF! #REF! #REF!
Grass Kg 100.000 100.000 100.000 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 sqm = a+b+c+d+e #REF! #REF! #REF!
Rate per sqm = (a+b+c+d+e)/100 #REF! #REF! #REF!
say #REF! #REF! #REF!
18.4 Construction of vegetative Palisades in Rills using hard wood cutting complete as per drawing and additional Technical specification.
Taking output = 2 Rm
Mate day 0.012 0.012 0.012 #REF! #REF! #REF! #REF! #REF!
Mazdoor skilled day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.200 0.200 0.200 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley hour 0.250 0.250 0.250 #REF! #REF! #REF! #REF! #REF!
Horizontal Live Sods (2M Length) Nr 2 2 2 #REF! #REF! #REF! #REF! #REF!
Vertical Live Sods (2 M Length) Nr 40 40 40 #REF! #REF! #REF! #REF! #REF!
Cost of water KL 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Binding Material Rm 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 2 M = a+b+c+d+e #REF! #REF! #REF!
Rate per Rm = (a+b+c+d+e)/2 #REF! #REF! #REF!
say #REF! #REF! #REF!
18.5 Laying of Palisades in Slopes complete as per drawing and additional Technical specification.
Taking output = 100 sqm
Mate day 0.120 0.120 0.120 #REF! #REF! #REF! #REF! #REF!
Mazdoor for preparation of ground day 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!
Water tanker including watering for 3 months hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Tractor-trolley hour 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!
Live Sods (.6m Length) Nr 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!
Farm yard manure @ 0.18 cum per 100 sqm at site of work cum 0.180 0.180 0.180 #REF! #REF! #REF! #REF! #REF!
Cost of water KL 12.000 12.000 12.000 #REF! #REF! #REF! #REF! #REF!
Grass Kg 100.000 100.000 100.000 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 sqm = a+b+c+d+e #REF! #REF! #REF!
Rate per sqm = (a+b+c+d+e)/100 #REF! #REF! #REF!
say #REF! #REF! #REF!
18.6 Sprinkling of water in the sellement and working area as per instruction of CSC (May to Sept month of each year is excluded for any claim by Contructor Sprinkling. Any isolated water sprinkling required shall be carried by Contractor and shall be considered as incidental to the Cotract)
Taking output = 1Rm
Mate day 0.025 0.025 0.025 #REF! #REF! #REF! #REF! #REF!
Mazdoor skilled day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!
Mazdoor day 0.200 0.200 0.200 #REF! #REF! #REF! #REF! #REF!
Water tanker 6 KL capacity hour 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!
Bamboos ( For Horizontal Beam) Rm 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!
Live Stake Stump / Bamboos (Vertical) Rm 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!
Live Stake Stump / Bamboos (Horizontal) Rm 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!
Binding Material Rm 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!
Cost of Water KL 0.050 0.050 0.050 #REF! #REF! #REF! #REF! #REF!
Grass Kg 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 1 RM = a+b+c+d+e #REF! #REF! #REF!
Rate per cum = (a+b+c+d+e) say #REF! #REF! #REF!
18.7 New Water Quality Monitoring (Grab Sample as per the monitoring locations mention in the EIA/EMP report or one sample/10 km length
Taking output = One Number
a) Cost of Water Quality Monitoring Nos. 1.000 1.000 1.000 8500.00 8500.00 8500.00 8500.00
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
18.8 New Soil Quality Monitoring (Grab Sample as per the monitoring locations mention in the EIA/EMP report or one sample/10 km length
Taking output = One Number
a) Cost of Soil Quality Monitoring Nos. 1.000 1.000 1.000 6000.00 6000.00 6000.00 6000.00
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
18.9 New Ambient Air Quality Monitoring 24 hrs continuous for location as mention in the EIA/EMP report or one monitoring location within 10 km radius
Taking output = One Number
Cost of Ambient Air Quality Nos. 1.000 1.000 1.000 7500.00 7500.00 7500.00 7500.00
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
18.10 New Ambient Noise Monitoring 24 hour continuous (To be carried out as per the location mention in the EIA/EMP report
Taking output = One Number
Cost of Ambient Noise Monitoring 24 hour continuous Nos. 1.000 1.000 1.000 2000.00 2000.00 2000.00 2000.00
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
18.11 New Consent Approvals (Once)
Taking output = One Number
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
Taking output = One Number
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
18.12 New Compliance submission for Consent Approvals (Half Yearly)
Taking output = One Number
(i) compliance submission for Consent to Establish (CTE) Nos. 1.000 1.000 1.000 12000.00 12000.00 12000.00 12000.00
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
Taking output = One Number
(ii) compliance submission for Consent to Operate (CTO) Nos. 1.000 1.000 1.000 12000.00 12000.00 12000.00 12000.00
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
18.13 New Environmental Clearance Compliance (Half Yearly)
Taking output = One Number
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
New Environmental Workshops (Half Yearly)
Taking output = One Number
b) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
c) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Rate per hectare = a+b+c #REF! #REF! #REF!
say #REF! #REF! #REF!
18.14 308 Noise Barriers
(i) Masonary Wall
Taking output = 100 sqm
Cost for 100 sqm = a+b+c+d+e #REF!
Rate per sqm = (a+b+c+d+e) #REF!
(ii) Galvanized steel plain sheet
Taking output = 100 sqm
Cost for 100 sqm = a+b+c+d+e #REF!
Rate per sqm = (a+b+c+d+e) #REF!
(iii) Thick tongue-and-groove boards (Wooden Planks)
Taking output = 100 sqm
Cost for 100 sqm = a+b+c+d+e #REF!
Rate per sqm = (a+b+c+d+e) #REF!
(iv) Acrylic noise barrier sheet
Taking output = 100 sqm
Cost for 100 sqm = a+b+c+d+e #REF!
Rate per sqm = (a+b+c+d+e) #REF!
18.15 Dust suppression
Sprinkling of water in the sellement and working area as per instruction of CSC.
Taking output = 1 month
Cost for 100 sqm = a+b+c+d+e #REF!
Rate per sqm = (a+b+c+d+e) #REF!
18.16 Environmental Enhancement
Enhancement of water harvesting points. (Enhancement shall be carried out at community land only, private land, if any, shall be avoided)
Taking output = 100 Nos.
Cost for 100 sqm = a+b+c+d+e #REF!
Rate per sqm = (a+b+c+d+e) #REF!
18.17 Pollution prevention
Silt fencing on eirther side of the streams and rivers including erection and maintenance for entire construction phase.
Taking output = 100 Rm
Cost for 100 sqm = a+b+c+d+e #REF!
Rate per sqm = (a+b+c+d+e) #REF!
SNo Machinery Description Activity Output_Unit Output Usage_Unit Rates
Dozer D-50-A 15 Clearing cum/hour 150 per hour 1423.0 3447
Dozer D-50-A 15 Cutting cum/hour 100 per hour 1423.0 3447
Dozer D-50-A 15 Spreading cum/hour 200 per hour 1423.0 3447
Dozer D-80-A 12 Clearing cum/hour 250 per hour 2400.0 5813
Dozer D-80-A 12 Cutting cum/hour 150 per hour 2400.0 5813
Dozer D-80-A 12 Spreading cum/hour 300 per hour 2400.0 5813
Motor Grader 3.35 metre blade Clearing cum/hour 200 per hour 1545.0 3742
Motor Grader 3.35 metre blade GSB cum/hour 50 per hour 1545.0 3742
Motor Grader 3.35 metre blade Spreading cum/hour 200 per hour 1545.0 3742
Motor Grader 3.35 metre blade WMM cum/hour 50 per hour 1545.0 3742
Hydraulic Excavator of 1 cum bucket Soil Marshy cum/hour 60 per hour 840.0 2035
Hydraulic Excavator of 1 cum bucket Soil Ordinary cum/hour 60 per hour 840.0 2035
Hydraulic Excavator of 1 cum bucket Soil Unsuitable cum/hour 60 per hour 840.0 2035
Front end loader 1 cum bucket capacity Aggregate loading cum/hour 25 per hour 520.0 1259
Front end loader 1 cum bucket capacity Soli loading cum/hour 60 per hour 520.0 1259
Tipper-5 CUM Transportation of soil, GSB, WMM, Hotrnix etc. cum 5.5 Per Km. 15.6 38
Tipper-5 CUM Transportation of soil, GSB, WMM, Hotrnix etc. cum 5.5 Per Tonne Km. 1.7 4
Tipper-5 CUM Transportation of soil, GSB, WMM, Hotrnix etc. cum 5.5 per hour 200.0 484
Vibratory Roller 8 tonne Earth/Soil cum/hour 100 per hour 994.0 2408
Vibratory Roller 8 tonne GSB cum/hour 60 per hour 994.0 2408
Vibratory Roller 8 tonne WMM cum/hour 60 per hour 994.0 2408
Smooth Wheeled Roller 8 tonne BM Compaction cum/hour 25 per hour 297.0 719
Smooth Wheeled Roller 8 tonne Soil Compaction cum/hour 70 per hour 297.0 719
Water Tanker Water Transport KL 6 Per Km. 15.6 38
Tractor Pulling HP 50 per hour 234.0 567
Rotavator Scarifying cum/hour 25 per hour 11.0 27
Ripper Scarifying cum/hour 60 per hour 18.0 44
Air Compressor General Purpose cfm 170/250 per hour 206.0 499
Wet Mix Plant 60 TPH Wet Mix cum/hour 25 per hour 777.0 1882
Mechanical Broom Hydraulic Surface Cleaning sqm/hour 1250 per hour 230.0 557
Bitumen Pressure Distributor Applying bitumen tack coat sqm/hour 1750 per hour 692.0 1676
Emulsion Pressure Distributor Applying emulsion tack coat sqm/hour 1750 per hour 516.0 1250
Hotmix Plant -120 TPH capacity DBM/BM/BC/SDBC/ Premix cum/hour 40 per hour 15100.0 36573
Hotmix Plant-100 TPH capacity DBM/BM/BC/SDBC/ Premix cum/hour 30 per hour 11167.0 27047
Hotmix Plant-40 to 60 TPH capacity DBM/BM/BC/SDBC/ Premix cum/hour 17 per hour 8930.0 21629
Hotmix Plant-60 to 90 TPH capacity DBM/BM/BC/SDBC/ Premix cum/hour 25 per hour 7150.0 17318
Paver Finisher Hydrostatic with sensor control 100 TPH Paving of DBM/ BM/SDC/Premix cum/hour 40 per hour 1725.0 4178
Paver Finisher Mechanical 100 TPH Paving of DLC cum/hour 30 per hour 629.0 1523
Paver Finisher Mechanical 100 TPH Paving of WNW cum/hour 40 per hour 629.0 1523
Hydraulic Chip Spreader Surface Dressing sqm/hour 1500 per hour 1700.0 4118
Tandem Road Roller Rolling of Asphalt Surface cum/hour 30 per hour 738.0 1787
Pneumatic Road Roller Roiling of Asphalt Surface cum/hour 25 per hour 802.0 1942
Pot-Hole Repair Machine Repair of pot-holes cum/hour 4 per hour 585.0 1417
Bitumen Boiler Oil Fired Bitumen Spraying Capacity in liter 1500 per hour 250.6 607
GSB Plant 50 cum Producing GSB. cum/hour 40 per hour 670.0 1623
Mastic Cooker Mastic Wearing Coat tonne 1 per hour 40.0 97
Batching and Mixing Plant 15-20 cum capacity Concrete Mixing cum/hour 20 per hour 1440.0 3488
Batching and Mixing Plant 30 cum capacity Concrete Mixing cum/hour 13 per hour 1200.0 2906
Transit Mixer Mix to Site Transportation of Concrete cum/hour 3 per hour 600.0 1453
Transit Mixer Mix to Site Transportation of Concrete cum/hour 4.5 per hour 550.0 1332
Concrete Pump of 30 cum capacity Pumping of Concrete cum/hour 22 per hour 165.0 400
Concrete Pump of 45 cum capacity Pumping of Concrete cum/hour 33 per hour 165.0 400
Cranes 3 tonnes Lifting Purpose per hour 230.0 557
Cranes 35 tonnes Lifting Purpose per hour 550.0 1332
Cranes 80 tonnes Lifting Purpose per hour 825.0 1998
Concrete Bucket For Pouring Concrete capacity in cum 1 per hour 10.0 24
Kerb Casting Machine Concrete Mixing cum/hour 80 per hour 200.0 484
Concrete Mixer 0.4/0.28 cum Concrete Mixing cum/hour 2.5 per hour 150.0 363
Concrete Mixer 01 cum Concrete Mixing cum/hour 7.5 per hour 150.0 363
Piling Rig with Bentonite Pump 0,75 m dia to 1.2 m dia Boring Attachment Rm/hour 2 to 3 per hour 3525.0 8538
Concrete Paver Finisherwith 40 HP Motor Paving of Concrete Surface cum/hour 20 per hour 1825.0 4420
Integrated Stone Crusher Crushing of Spells TPH 100 per hour 5590.0 13539
Integrated Stone Crusher 200 TPH Crushing of Spells TPH 200 per hour 11760.0 28483
Prestressing Jack with Pump & Access Stressing of Steel Wires/Stands per hour 83.0 201
Generator 100 KVA Generation of Electric Energy KVA 100 per hour 450.0 1090
Generator 33 KVA Generation of Electric Energy KVA 50 per hour 240.0 581
Pneumatic Sinking Plant Pneumatic Sinking of Wells cum/hour 1.5 to 2.0 per hour 2690.0 6515
Trudk 5.5 cum per 10 tonnes Material Transport capacity/ Cum 4.5 Per Km. 14.5 35
Trudk 5.5 cum per 10 tonnes Material Transport capacity/ Cum 4.5 per tonne.km 1.6 4
Road Marking Machine - Road Marking Sqm/hour 100 per hour 60.0 145
Mobile Slurry Seal Equipment Mixing and laying slurry seat Sqm/hour 2700 per hour 650.0 1574
Aggregate Size Boulder 40-20mm 20-12.5mm 12.5-10mm 10-4.75mm 4.75 down
Particle Density 2652 2652 2640 2633 2622 2620
Note:- only shaded to be filled
Sr No Reference to MORT&H Specification Description Unit Quantity Rate (Rs.) Amount (Rs.) Remarks/ Input ref.
For Large Project For Medium Project For Small Project Large Project Medium Project Small Project
Protection to substructure by using coal tar epoxy
Providing and applying two coats of Two component, high build, 100 % solid content, low VOC,, polycyclin aromatic hydrocarbon based, Pot life – 2 hrs @ 72 deg. F , Tack free – 4-6 hrs , DFT per coat 80 -120 microns (dry) coal tar epoxy coating with Sunepoxy Coal tar or Equivalent
Taking output 100 Sqm
Mate day 0.360 0.360 0.360 #REF! #REF! #REF! #REF!
Painter day 6.000 6.000 6.000 #REF! #REF! #REF! #REF!
Mazdoor day 3.000 3.000 3.000 #REF! #REF! #REF! #REF!
Coal Tar Epoxy coating @ 0.5 Kg per Square Meter coverage including 5% wastage Kg. 52.500 52.500 52.500 220.00 11550.000 11550.000 11550.000
Add 1 per cent of cost of abs towards miscellaneous (water, painting brush etc.). #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 Sqm. = a+b+c+d #REF! #REF! #REF!
Rate per Sqm = (a+b+c+d)/100 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
Bipolar corrosion inhibiting admixture in concrete for protection of reinforced steel from corrosion
Admix polydentate, bipolar, migratory, integral, non nitrite base concrete penetrating corrosion inhibiting admixture POLYALK CP 293 or equivalent at a dosage of 3 Kg per cu.m. of concrete as per manufacturers specification. Inhibitor should conforms to following – i. ASTM G-109-2005- Long term corrosion test resulting in a corrosion rate of zero coulombs . ii. JIS Z 1535- Accelerated corrosion test showing significant reduction in corrosion using the admixture. iii. ASTM G1- Immersion test for 720 hrs indicating rebar weight loss less than 5 mpy iv. ASTM G3- Polarization test by Tafel test indicating Rebar weight loss of less than 5 mpy
Taking output 100 Cum
Corrosion Inhibiting Admixture @ 3 kg per cubic Meter Kg. 300.000 52.500 52.500 128.50 38550.000 6746.250 6746.250
100% Aliphatic Acrylic Anti-carbonation coating for concrete surface of Bridges and Underpasses- Sunext- 8 or Equivalent
Providing and applying two coats of Two component, high build, 100 % solid content, low VOC,, polycyclin aromatic hydrocarbon based, Pot life – 2 hrs @ 72 deg. F , Tack free – 4-6 hrs , DFT per coat 80 -120 microns (dry) coal tar epoxy coating with Sunepoxy Coal tar or Equivalent
Taking output 100 Sqm
Mate day 0.360 0.360 0.360 #REF! #REF! #REF! #REF!
Painter day 6.000 6.000 6.000 #REF! #REF! #REF! #REF!
Mazdoor day 3.000 3.000 3.000 #REF! #REF! #REF! #REF!
Coal Tar Epoxy coating @ 450 gm. per Square Meter coverage including 5% wastage Kg. 52.500 52.500 52.500 235.00 12337.500 12337.500 12337.500
Add 4 per cent of cost of abs towards miscellaneous (water, painting brush,Skylift/Boom Lift/scaffolding etc.). #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 Sqm. = a+b+c+d #REF! #REF! #REF!
Rate per Sqm = (a+b+c+d)/100 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
providing and applying waterproofing to the Bridge Deck Waterproofing as per specifications below with minimum treatment warranty of 10 years
Providing and applying primer + 2 coats of Single component, high solids, cold applied liquid polyurethane elastomer waterproof membrane FLEXIROOF PU OR EQUIVALENT over uniform surface of Mother slab. Apply to 2 coats at dosage of 1.5 kgs per sq.mtr total with minimum DFT of 1.5mm. Liquid applied, polyurethane waterproofing membrane should have following minimum properties: Water permeability (DIN 1048) - Nil as per DIN 1048 @ 7 bar of hydrostatic pressure, Moisture permeability- < 0.4 g/m2/day, Accelerated Weathering (IS 101)- 2000 hrs No cracking or blister formation, Adhesion to concrete (ASTM D 1000)- >21 Kg/cm2 (Concrete Fails), Tensile Strength > 2.0 MPa (ASTM D412), Should not be water soluble or water dilutable, Shore A Hardness - 40 ± 5 (ASTM D2240), Elongation at Break > 900 % (ASTM D412), Solids ~ 100%, .
Taking output 100 Sqm
Mate day 0.400 0.360 0.360 #REF! #REF! #REF! #REF!
Mason 2nd class day 4.000 6.000 6.000 #REF! #REF! #REF! #REF!
Mazdoor day 6.000 3.000 3.000 #REF! #REF! #REF! #REF!
Liquid applied polyurethane mambrane @1.5 kgs per Sq.mtr coverage Kg. 150.000 150.000 150.000 550.00 82500.000 82500.000 82500.000
Non shrink cementitious for Grouting Kg. 13.200 13.200 13.200 150.00 1980.000 1980.000 1980.000
Add 1 per cent of cost of abs towards miscellaneous (water etc.). #REF! #REF! #REF!
c) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
d) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 100 Sqm. = a+b+c+d #REF! #REF! #REF!
Rate per Sqm = (a+b+c+d)/100 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
Post Installation of Rebars with Hilti RE-500V3 Chemical
Providing and supplying heavy duty HIT-RE500V3 with Rebar with a pre-defined ratio (3:1) of resin and hardener in a soft foil pack of 330ml, 500ml. The product should be approved by ETA, ICC, CSTB, COLA, BZS with Shock approval, Seismic approval in Anchors and Rebars to use in cracked/un-cracked concrete, tested for service temperature of -40deg C to +80 deg C. Application to be designed separately for Rebars as Simply Supported, Moment, or Splice connection as per EC2/TR23 or relevant tested and accepted rebar guidelines. LEED certified injection adhesive for rebar fixing in wet/dry flooded holes conditions for diameters. The chemical should have service life of more than 50 years and is to be tested for water tightness. Drilling hole with double flute type drill bits/hollow drill bits to the required depth by rotary hammer drill, cleaning with brush and jet of clean air, filling resin and hardener using serrated nozzle to eliminate mixing error with standard HDE A22 battery dispenser along with piston plug and extension hose for higher depths to ensure no air bubbles are in the hole and then fixing the rebar, conducting occasional site inspection, executing work by trained personnel and occasional supervision from the manufacturer’s representative in India. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. RE-500 V3 for rebar application must have approval for Seismic, Fatigue, and Fire.
(i) 10 mm dia rebar (Considering per 100 mm depth)
Taking output 150 Nos.
Mate day 0.075 0.075 0.075 #REF! #REF! #REF! #REF!
Mazdoor Skilled (for chemical dispensing & rebar fixing) day 0.625 0.625 0.625 #REF! #REF! #REF! #REF!
Driller (Jumper) (for drilling) day 0.625 0.625 0.625 #REF! #REF! #REF! #REF!
Mazdoor (for cleaning holes incl. brushing & blowing) day 0.625 0.625 0.625 #REF! #REF! #REF! #REF!
Drill Bit - 14 mm (with wear mark & anchor mark) Nos. 1.000 1.000 1.000 1508.00 1508.000 1508.000 1508.000
Generator 20 KVA hour 2.500 2.500 2.500 #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 150 Nos. = a+b+c+d+e #REF! #REF! #REF!
Rate per No. = (a+b+c+d+e)/150 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
(ii) 12 mm dia rebar (Considering per 120 mm depth)
Taking output 150 Nos.
Mate day 0.090 0.090 0.090 #REF! #REF! #REF! #REF!
Mazdoor Skilled (for chemical dispensing & rebar fixing) day 0.750 0.750 0.750 #REF! #REF! #REF! #REF!
Driller (Jumper) (for drilling) day 0.750 0.750 0.750 #REF! #REF! #REF! #REF!
Mazdoor (for cleaning holes incl. brushing & blowing) day 0.750 0.750 0.750 #REF! #REF! #REF! #REF!
Drill Bit - 16 mm (with wear mark & anchor mark) Nos. 1.200 1.200 1.200 2660.00 3192.000 3192.000 3192.000
Generator 20 KVA hour 3.000 3.000 3.000 #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 150 Nos. = a+b+c+d+e #REF! #REF! #REF!
Rate per No. = (a+b+c+d+e)/150 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
(iii) 16 mm dia rebar (Considering per 160 mm depth)
Taking output 150 Nos.
Mate day 0.120 0.120 0.120 #REF! #REF! #REF! #REF!
Mazdoor Skilled (for chemical dispensing & rebar fixing) day 1.000 1.000 1.000 #REF! #REF! #REF! #REF!
Driller (Jumper) (for drilling) day 1.000 1.000 1.000 #REF! #REF! #REF! #REF!
Mazdoor (for cleaning holes incl. brushing & blowing) day 1.000 1.000 1.000 #REF! #REF! #REF! #REF!
Drill Bit - 20 mm (with wear mark & anchor mark) Nos. 1.600 1.600 1.600 3841.00 6145.600 6145.600 6145.600
Generator 20 KVA hour 3.750 3.750 3.750 #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 150 Nos. = a+b+c+d+e #REF! #REF! #REF!
Rate per No. = (a+b+c+d+e)/150 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
(iv) 20 mm dia rebar (Considering per 200 mm depth)
Taking output 150 Nos.
Mate day 0.150 0.150 0.150 #REF! #REF! #REF! #REF!
Mazdoor Skilled (for chemical dispensing & rebar fixing) day 1.250 1.250 1.250 #REF! #REF! #REF! #REF!
Driller (Jumper) (for drilling) day 1.250 1.250 1.250 #REF! #REF! #REF! #REF!
Mazdoor (for cleaning holes incl. brushing & blowing) day 1.250 1.250 1.250 #REF! #REF! #REF! #REF!
Drill Bit - 20 mm (with wear mark & anchor mark) Nos. 1.500 1.500 1.500 4670.00 7005.000 7005.000 7005.000
Generator 20 KVA hour 5.000 5.000 5.000 #REF! #REF! #REF! #REF!
d) Overhead charges #REF! #REF! #REF! #REF! #REF! #REF!
e) Contractor's profit #REF! #REF! #REF! #REF! #REF! #REF!
Cost for 150 Nos. = a+b+c+d+e #REF! #REF! #REF!
Rate per No. = (a+b+c+d+e)/150 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
Taking output 12 KL
Mate day 0.005 0.005 0.005 #REF! #REF! #REF! #REF!
Mazdoor day 0.133 0.133 0.133 #REF! #REF! #REF! #REF!
Centrifugal water pump 600 LMP hour 0.533 0.533 0.533 #REF! #REF! #REF! #REF!
Water tanker 12 KL hour 0.533 0.533 0.533 #REF! #REF! #REF! #REF!
Cost for 12 KL = a+b #REF! #REF! #REF!
Rate per KL = (a+b)/12 #REF! #REF! #REF!
Say, #REF! #REF! #REF!
Short Term Maintenance Contract (STMC) Work of Approaches to Rail Cum Road Bridge Across River Ganga at Munger Ghat near Munger from 0.00(km 74.7 of NH-80) to km 9.394 (Start Point of Rail Cum Road Viaduct) and km 0.075 (End Point of Rail Cum Road Viaduct) to km 5.198 (km 262.8 of NH-31) in the State of Bihar NIT No- 336/RO-PATNA/NHAI/2026-27
Cost Estimate of overlay
S. No Description of Item Unit Quantity Rate Amount (Rs.)
1 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.
Using Grade-II (40mm) Cum 237.12 15,772.61 3,740,001.28
2 Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 m2 3,600.00 222.58 801,288.00
3 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Sqm 6,470.86 14.59 94409.85
4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client,if so desires could seek for a performance guarantee which would released after receipt acertificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. Theretro reflective sheeting shall be covered under 7 years warranty to be provided from theoriginal sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years,the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, thesheeting shall show not less than 90% of the value of the desired retro reflectance.
60 cm equilateral triangle Nos. 20 4,504.00 90080
60 cm Circular Nos. 15 6,002.00 90030
60 cm x 45 cm rectangular Nos. 20 5,851.00 117020
5 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
(ii) Ordinary Kilometer stone (Precast) Nos 22 3121.00 68662
(iii) Hectometer stone (precast) Nos 102 888.00 90576
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Sqm 16488 104.00 1714752
Kilometre Stone Sqm 3.36 104.00 349.44
Hectometre Stone Sqm 2.1 104.00 218.4
7 Painting on Steel Surface
Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade Sqm 9500 93.00 883500
8 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. Cum. 3187.5 197.24 628702.5
9 Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp (min. 40Lux) Nos. 10 7755.00 77550
Total Amount 8513569.47
1.2Emergency Resopnce System as per RW/G23012/01/2019- W&A(Pt.III) dated 09.02.2021.
Item No. Description of Items Total Length of Project (Km) (1) Per Km per Month Rate in Lakhs (2) Contract Period in Months (3) Total Amount in Rs. 4=(1)X(2)X(3)*100000 5.61777049180328 1.09508196721311
1.2a Removing of Accidental Truck/Vehicle with the help of Mobile Hydraulic Crane-20 MT Capacity. Month 2 6 1200000 60 200000
1.2b Providing Patrolling Vehicle Month 2.5 6 1500000 60 250000
1.2c Providing Ambulance System Month 2.5 6 0 60 250000
Total in Rs ₹ 2,700,000.00
1.3 Electricity Charges
1.3a Electricity Charges (Railway Portion+ Munger End +Khagaria End) For 5.2 KM Electric pole ) + Month 2 6 1200000 60 200000
1.3b Maintenance of pole & Supervision (Skilled Labour) Day 0.00444 183 81252 1825 444
1.3c Cleaning { Mechanical Sweeping Machine ) 18.517 0.027937 6 16762.2
1.4 Cleaning of Cross drainage
1.4a Box Culvert Nos 6 444 2664
1.4b Pipe Culvert Nos 6 444 2664
1.4c Cleaning of Chut drain RMT 3710 50 185500
Total in Rs ₹ 1,488,842.20
Add 1% Labour Cess 127024.12
Total Amount Excluding GST including labour cess 12,829,436.12
Grand total BOQ Amount Exclusive GST & Including labour cess = Rs.1,28,29,436/-
Option % In figure % In words
Percentage below on Estimated Cost put to Tender
Percentage above on Estimated Cost put to Tender
At par of estimated cost put to Tender
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