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NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1001 -- KM 33+400 TO 50 (NBC) ON ROUTE (N-5/KTH)
Item No Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 250 600.00 150,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10 950.00 9,500.00
3022 Tractor Hours Hrs 50 1,456.95 72,847.50
3047 Excavator (Track Type) 100 H.P Hrs 25 2,689.06 67,226.50
307a Dense Graded Hot Bitmac CM 171 13,867.94 2,375,803.14
304b Double Surface Treatment SM 5000 456.49 2,282,450.00
401f Lean Concrete CM 5 6,307.69 31,538.45
401b Concrete Class-B CM 4 8,122.10 32,488.40
411b Stone Masonary Random with Mortar CM 15 4,472.23 67,083.45
610c Kilometer Post (0.610x0.114x1.5 M) Nos 6 4,031.26 24,187.56
309b Cold Milling 0-50 mm SM 2500 185.29 463,225.00
TOTAL AMOUNT RS 5,576,350.00
Total Amount Say As Rs. 5,576,350.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________ ____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1002 -- KM 33+400 TO 47 (SBC) ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 200.00 600.00 120,000.00
NSI-2 Painting & Lettering of Km Posts Nos 9.00 950.00 8,550.00
3022 Tractor Hours Hrs 35.00 1,456.95 50,993.25
3047 Excavator (Track Type) 100 H.P Hrs 20.00 2,689.06 53,781.20
307a Dense Graded Hot Bitmac CM 150.00 13,867.94 2,080,191.00
304b Double Surface Treatment SM 3810.55 456.49 1,739,477.03
401f Lean Concrete CM 8.00 6,307.69 50,461.52
401b Concrete Class-B CM 4.00 8,122.10 32,488.40
411b Stone Masonary Random with Mortar CM 10.00 4,472.23 44,722.30
309b Cold Milling 0-50 mm SM 2000.00 185.29 370,580.00
610c Kilometer Post (0.610x0.114x1.5 M) Nos 5.00 4,031.26 20,156.30
TOTAL AMOUNT RS 4,571,401.00
Total Amount Say As Rs. 4,571,401.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1003 -- KM 50 TO 60 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 280.00 600.00 168,000.00
NSI-2 Painting & Lettering of Km Posts Nos 6.00 950.00 5,700.00
3022 Tractor Hours Hrs 50.00 1456.95 72,847.50
3047 Excavator (Track Type) 100 H.P Hrs 35.00 2689.06 94,117.10
206b Water Bound Macadam CM 10.00 1,929.03 19,290.30
307a Dense Graded Hot Bitmac CM 300.22 13,867.94 4,163,480.03
304b Double Surface Treatment SM 4600.00 456.49 2,099,854.00
401f Lean Concrete CM 5.00 6,307.69 31,538.45
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.50 114,221.22 57,110.61
401a1ii Concrete Class-A1 (On ground) CM 2.00 11,095.56 22,191.12
401b Concrete Class-B CM 4.00 8,122.10 32,488.40
411b Stone Masonary Random with Mortar CM 15.00 4,472.23 67,083.45
610c Kilometer Post (0.610x0.114x1.5 M) Nos 4.00 4,031.26 16,125.04
TOTAL AMOUNT RS 6,849,826.00
Total Amount Say As Rs. 6,849,826.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
FOR CONTRACT NO.RM-SDS-15-1004 -- KM 60 TO 70 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 5.00 950 4,750.00
3022 Tractor Hours Hrs 40.00 1456.95 58,278.00
3047 Excavator (Track Type) 100 H.P Hrs 30.00 2689.06 80,671.80
206b Water Bound Macadam CM 8.00 1929.03 15,432.24
307a Dense Graded Hot Bitmac CM 200.00 13867.94 2,773,588.00
304b Double Surface Treatment SM 4500.00 456.49 2,054,205.00
401f Lean Concrete CM 4.00 6307.69 25,230.76
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.50 114221.22 57,110.61
401a1ii Concrete Class-A1 (On ground) CM 2.00 11095.56 22,191.12
401b Concrete Class-B CM 5.00 8122.1 40,610.50
411b Stone Masonary Random with Mortar CM 15.00 4472.23 67,083.45
610c Kilometer Post (0.610x0.114x1.5 M) Nos 5.00 4031.26 20,156.30
TOTAL AMOUNT RS 5,309,307.78
Say Total Amount of Rs. 5,309,308.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1005 -- KM 70 TO 80 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 3.00 950 2,850.00
3022 Tractor Hours Hrs 15.00 1456.95 21,854.25
3047 Excavator (Track Type) 100 H.P Hrs 40.00 2689.06 107,562.40
206b Water Bound Macadam CM 7.00 1929.03 13,503.21
307a Dense Graded Hot Bitmac CM 250.00 13867.94 3,466,985.00
304b Double Surface Treatment SM 6000.00 456.49 2,738,940.00
401f Lean Concrete CM 4.00 6307.69 25,230.76
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 1.00 114221.22 114,221.22
401a1ii Concrete Class-A1 (On ground) CM 2.00 11095.56 22,191.12
401b Concrete Class-B CM 4.00 8122.1 32,488.40
411b Stone Masonary Random with Mortar CM 8.00 4472.23 35,777.84
610c Kilometer Post (0.610x0.114x1.5 M) Nos 7.00 4031.26 28,218.82
TOTAL AMOUNT RS 6,699,823.02
Say Total Amount of Rs. 6,699,823.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1006 -- KM 80 TO 90 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 200.00 600 120,000.00
NSI-2 Painting & Lettering of Km Posts Nos 5.00 950 4,750.00
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
3047 Excavator (Track Type) 100 H.P Hrs 25.00 2689.06 67,226.50
307a Dense Graded Hot Bitmac CM 250.00 13867.94 3,466,985.00
304b Double Surface Treatment SM 6000.00 456.49 2,738,940.00
401f Lean Concrete CM 4.00 6307.69 25,230.76
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.50 114221.22 57,110.61
401a1ii Concrete Class-A1 (On ground) CM 2.00 11095.56 22,191.12
401b Concrete Class-B CM 3.00 8122.1 24,366.30
411b Stone Masonary Random with Mortar CM 8.00 4472.23 35,777.84
610c Kilometer Post (0.610x0.114x1.5 M) Nos 5.00 4031.26 20,156.30
206b Water Bound Macadam CM 7.00 1929.03 13,503.21
TOTAL AMOUNT RS 6,625,376.64
Say Total Amount of Rs. 6,625,377.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1007 -- KM 90 TO 102 ON ROUTE (N-5/KTH)
Item No.
Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 100.00 600 60,000.00
NSI-2 Painting & Lettering of Km Posts Nos 7.00 950 6,650.00
3022 Tractor Hours Hrs 25.00 1456.95 36,423.75
3047 Excavator (Track Type) 100 H.P Hrs 15.00 2689.06 40,335.90
3196 Tractor Trolley Hrs 25.00 1053.6 26,340.00
307a Dense Graded Hot Bitmac CM 275.00 13867.94 3,813,683.50
304b Double Surface Treatment SM 3963.92 456.49 1,809,487.92
401f Lean Concrete CM 2.00 6307.69 12,615.38
404b Reinforcement as per AASHTO M.31 Grade-60 Ton 0.50 114221.22 57,110.61
401a1ii Concrete Class-A1 (On ground) CM 1.00 11095.56 11,095.56
401b Concrete Class-B CM 2.00 8122.1 16,244.20
411b Stone Masonary Random with Mortar CM 6.00 4472.23 26,833.38
610c Kilometer Post (0.610x0.114x1.5 M) Nos 5.00 4031.26 20,156.30
206b Water Bound Macadam CM 50.00 1929.03 96,451.50
TOTAL AMOUNT RS 6,033,428.00
Say Total Amount of Rs. 6,033,428.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1008 -- KM 102 TO 112 ON ROUTE (N-5/KTH)
Item No.
Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 250.00 600 150,000.00
NSI-2 Painting & Lettering of Km Posts Nos 6.00 950 5,700.00
3022 Tractor Hours Hrs 15.00 1456.95 21,854.25
3047 Excavator (Track Type) 100 H.P Hrs 60.00 2689.06 161,343.60
206b Water Bound Macadam CM 8.00 1929.03 15,432.24
307a Dense Graded Hot Bitmac CM 237.24 13867.94 3,290,022.14
304b Double Surface Treatment SM 6000.00 456.49 2,738,940.00
401f Lean Concrete CM 5.00 6307.69 31,538.45
404b Reinforcement as per AASHTO M.31 Grade-60 Ton 1.00 114221.22 114,221.22
401a1ii Concrete Class-A1 (On ground) CM 5.00 11095.56 55,477.80
401b Concrete Class-B CM 5.00 8122.1 40,610.50
411b Stone Masonary Random with Mortar CM 12.00 4472.23 53,666.76
610c Kilometer Post (0.610x0.114x1.5 M) Nos 4.00 4031.26 16,125.04
TOTAL AMOUNT RS 6,694,932.00
Say Total Amount of Rs. 6,694,932.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1009 -- KM 112 TO 120 ON ROUTE (N-5/KTH)
Item No.
Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 5.00 950 4,750.00
3022 Tractor Hours Hrs 10.00 1456.95 14,569.50
3047 Excavator (Track Type) 100 H.P Hrs 25.00 2689.06 67,226.50
307a Dense Graded Hot Bitmac CM 200.00 13867.94 2,773,588.00
304b Double Surface Treatment SM 4013.50 456.49 1,832,122.72
401f Lean Concrete CM 6.00 6307.69 37,846.14
404b Reinforcement as per AASHTO M.31 Grade-60 Ton 1.00 114221.22 114,221.22
401a1ii Concrete Class-A1 (On ground) CM 3.00 11095.56 33,286.68
401b Concrete Class-B CM 4.00 8122.1 32,488.40
411b Stone Masonary Random with Mortar CM 8.00 4472.23 35,777.84
511b1 Grouted Stone Pitching (15-20 cm Thick) SM 40.00 1873.76 74,950.40
610c Kilometer Post (0.610x0.114x1.5 M) Nos 5.00 4031.26 20,156.30
206b Water Bound Macadam CM 10.00 1929.03 19,290.30
TOTAL AMOUNT RS 5,150,274.00
Say Total Amount of Rs. 5,150,274.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1010 -- KM 15 TO 22 ON ROUTE (N-25)
Item No.
Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 175.00 600 105,000.00
NSI-2 Painting & Lettering of Km Posts Nos 4.00 950 3,800.00
3022 Tractor Hours Hrs 50.00 1456.95 72,847.50
3047 Excavator Hours Hrs 40.00 2689.06 107,562.40
309b Cold Milling 0-50mm SM 2000.00 185.29 370,580.00
307a Dense Graded Hot Bitmac CM 195.85 13867.94 2,715,991.54
610c Kilometer Post (0.610x0.114x1.5 M) Nos 3.00 4031.26 12,093.78
401f Lean Concrete CM 22.00 6307.69 138,769.18
401b Concrete Class "B" CM 30.00 8122.1 243,663.00
304b Double Surface Treatment SM 3500.00 456.49 1,597,715.00
511b1 Stone Pitching SM 40.00 1873.76 74,950.40
411b Stone Masonary Random with Mortar CM 40.00 4472.23 178,889.20
Total Amount Rs. 5,621,862.00
Say Total Amount of Rs. 5,621,862.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1011 -- KM 00 TO 09 ON ROUTE (KNB/M-10)
Item No.
Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc
M/D 200.00 600 120,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950 9,500.00
601dii Precast Kerb in concrete Class A-1 of size 450x150mm including concrete bedding & haunching
M 150.00 1135.34 170,301.00
3022 Tractor Hours Hrs 30.00 1456.95 43,708.50
3047 Excavator (Track Type) 100 H.P Hrs 30.00 2689.06 80,671.80
3196 Tractor Trolly Hrs 20.00 1053.6 21,072.00
3004 Loader Hours Hrs 20.00 5385.73 107,714.60
401a1iii Concrete Class A1 (Elevated) CM 40.00 11540.01 461,600.40
404b Reinforcement as per AASHTO M.31 Grade 60 Ton 1.50 114221.22 171,331.83
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 200.00 13867.94 2,773,588.00
309b Cold Milling SM 1000.00 185.29 185,290.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3000.00 456.49 1,369,470.00
610c Kilometer Post (0.610x0.114x1.5 M) Nos 8.00 4031.26 32,250.08
Total Amount Rs. 5,546,498.21
Say Total Amount of Rs. 5,546,498.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1012 -- KM 09 TO 18 ON ROUTE (KNB/M-10)
Item No.
Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 200.00 600 120,000.00
NSI-2 Painting & Lettering of Km Posts Nos 5.00 950 4,750.00
601dii Precast Kerb in concerete Class-A-1 of size 450x150mm including concrete bedding & haunching
M 30.00 1135.34 34,060.20
3022 Tractor Hours Hrs 50.00 1456.95 72,847.50
3047 Excavator (Track Type) 100 H.P Hrs 40.00 2689.06 107,562.40
3196 Tractor Trolly Hrs 55.00 1053.6 57,948.00
3004 Loader Hours Hrs 22.00 5385.73 118,486.06
401f Lean Concrete CM 25.00 6307.69 157,692.25
401b Concrete Class-B CM 30.00 8122.1 243,663.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 300.00 13867.94 4,160,382.00
309b Cold Milling SM 2000.00 185.29 370,580.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 4006.06 456.49 1,828,725.87
411b Stone Masonry Random with Mortar CM 50.00 4472.23 223,611.50
511b1 Grouted Stone Pitching SM 80.00 1873.76 149,900.80
610c Kilometer Post (0.610x0.114x1.5 M) Nos 4.00 4031.26 16,125.04
TOTAL AMOUNT RS 7,666,334.62
Say Total Amount of Rs. 7,666,334.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1013 -- KM 18 TO 25 ON ROUTE (KNB/M-10)
Item No.
Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 4.00 950 3,800.00
3022 Tractor Hours Hrs 40.00 1456.95 58,278.00
3047 Excavator (Track Type) 100 H.P Hrs 35.00 2689.06 94,117.10
3004 Loader Hours Hrs 25.00 5385.73 134,643.25
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 189.47 13867.94 2,627,524.22
309b Cold Milling SM 2000.00 185.29 370,580.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3000.00 456.49 1,369,470.00
401f Lean Concrete CM 25.00 6307.69 157,692.25
401b Concrete Class-B CM 30.00 8122.1 243,663.00
411b Stone Masonry Random with Mortar CM 40.00 4472.23 178,889.20
511b1 Grouted Stone Pitching SM 45.00 1873.76 84,319.20
610c Kilometer Post (0.610x0.114x1.5 M) Nos 3.00 4031.26 12,093.78
TOTAL AMOUNT RS 5,425,070.00
Say Total Amount of Rs. 5,425,070.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1014 -- KM 25 TO 32 ON ROUTE (KNB/M-10)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 4.00 950 3,800.00
3022 Tractor Hours Hrs 45.00 1456.95 65,562.75
3047 Excavator (Track Type) 100 H.P Hrs 25.00 2689.06 67,226.50
401f Lean Concrete CM 20.00 6307.69 126,153.80
401b Concrete Class-B CM 20.00 8122.1 162,442.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 188.70 13867.94 2,616,947.37
309b Cold Milling SM 2000.00 185.29 370,580.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3000.00 456.49 1,369,470.00
511b1 Grouted Stone Pitching (15-20 cm Thick) SM 20.00 1873.76 37,475.20
411b Stone Masonary Random with Mortar CM 20.00 4472.23 89,444.60
610c Kilometer Post (0.610x0.114x1.5 M) Nos 3.00 4031.26 12,093.78
TOTAL AMOUNT RS 5,011,196.00
Say Total Amount of Rs. 5,011,196.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor ______________ Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1015 -- KM 32 TO 44 ON ROUTE (KNB/M-10)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 200.00 600 120,000.00
NSI-2 Painting & Lettering of Km Posts Nos 8.00 950 7,600.00
3022 Tractor Hours Hrs 50.00 1456.95 72,847.50
3047 Excavator (Track Type) 100 H.P Hrs 25.00 2689.06 67,226.50
401f Lean Concrete CM 50.00 6307.69 315,384.50
401b Concrete Class-B CM 80.00 8122.1 649,768.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 289.35 13867.94 4,012,703.06
309b Cold Milling SM 2000.00 185.29 370,580.00
511b1 Grouted Stone Pitching (15-20 cm Thick) SM 100.00 1873.76 187,376.00
411b Stone Masonary Random with Mortar CM 80.00 4472.23 357,778.40
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 4500.00 456.49 2,054,205.00
610c Kilometer Post (0.610x0.114x1.5 M) Nos 4.00 4031.26 16,125.04
TOTAL AMOUNT RS 8,231,594.00
Say Total Amount of Rs. 8,231,594.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1016 -- KM 44 TO 56+638 ON ROUTE (KNB/M-10)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 170.00 600 102,000.00
NSI-2 Painting & Lettering of Km Posts Nos 8.00 950 7,600.00
3022 Tractor Hours Hrs 55.00 1456.95 80,132.25
3047 Excavator (Track Type) 100 H.P Hrs 45.00 2689.06 121,007.70
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 337.65 13867.94 4,682,473.67
309b Cold Milling SM 1500.00 185.29 277,935.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 5000.00 456.49 2,282,450.00
401f Lean Concrete CM 50.00 6307.69 315,384.50
401b Concrete Class-B CM 70.00 8122.1 568,547.00
511b1 Grouted Stone Pitching (15-20 cm Thick) SM 60.00 1873.76 112,425.60
411b Stone Masonary Random with Mortar CM 50.00 4472.23 223,611.50
610c Kilometer Post (0.610x0.114x1.5 M) Nos 3.00 4031.26 12,093.78
TOTAL AMOUNT RS 8,785,661.00
Say Total Amount of Rs. 8,785,661.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1017 -- KM 13 TO 20 (NBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 8.00 950 7,600.00
3022 Tractor Hours Hrs 40.00 1456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2689.06 53,781.20
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 142.00 13867.94 1,969,247.48
309b Cold Milling SM 1200.00 185.29 222,348.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3011.62 456.49 1,374,774.54
610c Kilometer Post (0.610x0.114x1.5 M) Nos 3.00 4031.26 12,093.78
TOTAL AMOUNT RS 3,788,123.00
Say Total Amount of Rs. 3,788,123.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor _______________ Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1018 -- KM 20 TO 30 (NBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 200.00 600 120,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950 9,500.00
3022 Tractor Hours Hrs 40.00 1456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2689.06 53,781.20
309b Cold Milling (0-50mm) SM 3000.00 185.29 555,870.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 260.00 13867.94 3,605,664.40
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 4770.55 456.49 2,177,708.88
610c Kilometer Post (0.610x0.114x1.5 M) Nos 2.00 4031.26 8,062.52
TOTAL AMOUNT RS 6,588,865.00
Say Total Amount of Rs. 6,588,865.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-14-1019 -- KM 30 TO 40 (NBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 100.00 600 60,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950 9,500.00
3022 Tractor Hours Hrs 40.00 1456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2689.06 53,781.20
309b Cold Milling (0-50mm) SM 4000.00 185.29 741,160.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 275.00 13867.94 3,813,683.50
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 4040.39 456.49 1,844,399.52
610c Kilometer Post (0.610x0.114x1.5 M) Nos 3.00 4031.26 12,093.78
TOTAL AMOUNT RS 6,592,896.00
Say Total Amount of Rs. 6,592,896.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1020 -- KM 40 TO 50 (NBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 100.00 600 60,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950 9,500.00
3022 Tractor Hours Hrs 40.00 1456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2689.06 53,781.20
309b Cold Milling (0-50mm) SM 4000.00 185.29 741,160.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 350.00 13867.94 4,853,779.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3477.36 456.49 1,587,380.28
610c Kilometer Post (0.610x0.114x1.5 M) Nos 2.00 4031.26 8,062.52
TOTAL AMOUNT RS 7,371,941.00
Say Total Amount of Rs. 7,371,941.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1021 -- KM 50 TO 60 (NBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 8.00 950 7,600.00
3022 Tractor Hours Hrs 40.00 1456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2689.06 53,781.20
309b Cold Milling (0-50mm) SM 4000.00 185.29 741,160.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 258.00 13867.94 3,577,928.52
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 2987.59 456.49 1,363,802.76
610c Kilometer Post (0.610x0.114x1.5 M) Nos 2.00 4031.26 8,062.52
TOTAL AMOUNT RS 5,900,613.00
Say Total Amount of Rs. 5,900,613.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1022 -- KM 60 TO 70 (NBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950.00 9,500.00
3022 Tractor Hours Hrs 45.00 1,456.95 65,562.75
3047 Excavator Hours Hrs 20.00 2,689.06 53,781.20
309b Cold Milling (0-50mm) SM 4000.00 185.29 741,160.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 260.00 13,867.94 3,605,664.40
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3090 456.49 1,410,412.13
610c Kilometer Post (0.610x0.114x1.5 M) Nos
2.00 4,031.26 8,062.52
TOTAL AMOUNT RS 5,984,143.00
Say Total Amount of Rs. 5,984,143.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1023 -- KM 70 TO 80 (NBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950.00 9,500.00
3022 Tractor Hours Hrs 40.00 1,456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2,689.06 53,781.20
309b Cold Milling (0-50mm) SM 4000.00 185.29 741,160.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 370.00 13,867.94 5,131,137.80
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3541 456.49 1,616,352.48
610c Kilometer Post (0.610x0.114x1.5 M) Nos
2.00 4,031.26 8,062.52
TOTAL AMOUNT RS 7,708,272.00
Say Total Amount of Rs. 7,708,272.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor ________________ Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1024 -- KM 13 TO 20 (SBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 7.00 950.00 6,650.00
3022 Tractor Hours Hrs 40.00 1,456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2,689.06 53,781.20
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 200.00 13,867.94 2,773,588.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 1233 456.49 562,639.02
610c Kilometer Post (0.610x0.114x1.5 M) Nos
3.00 4,031.26 12,093.78
Amount Rs. 3,557,030.00
Say Total Amount of Rs. 3,557,030.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1025 -- KM 20 TO 30 (SBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 7.00 950.00 6,650.00
3022 Tractor Hours Hrs 45.00 1,456.95 65,562.75
3047 Excavator Hours Hrs 25.00 2,689.06 67,226.50
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 240.00 13,867.94 3,328,305.60
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 1515 456.49 691,664.37
610c Kilometer Post (0.610x0.114x1.5 M) Nos
3.00 4,031.26 12,093.78
Amount Rs. 4,261,503.00
Say Total Amount of Rs. 4,261,503.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1026 -- KM 30 TO 40 (SBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950.00 9,500.00
3022 Tractor Hours Hrs 40.00 1,456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2,689.06 53,781.20
309b Cold Milling (0-50mm) SM 3000.00 185.29 555,870.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 225.00 13,867.94 3,120,286.50
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3042 456.49 1,388,613.78
610c Kilometer Post (0.610x0.114x1.5 M) Nos
2.00 4,031.26 8,062.52
Amount Rs. 5,284,392.00
Say Total Amount of Rs. 5,284,392.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1027 -- KM 40 TO 50 (SBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950.00 9,500.00
3022 Tractor Hours Hrs 50.00 1,456.95 72,847.50
3047 Excavator Hours Hrs 20.00 2,689.06 53,781.20
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 200.00 13,867.94 2,773,588.00
309b Cold Milling SM 2000.00 185.29 370,580.00
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3984 456.49 1,818,732.52
610c Kilometer Post (0.610x0.114x1.5 M) Nos
3.00 4,031.26 12,093.78
Amount Rs. 5,201,123.00
Say Total Amount of Rs. 5,201,123.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Date
Name Address & Signature of Contractor
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1028 -- KM 50 TO 60 (SBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950.00 9,500.00
3022 Tractor Hours Hrs 50.00 1,456.95 72,847.50
3047 Excavator Hours Hrs 25.00 2,689.06 67,226.50
309b Cold Milling (0-50mm) SM 2500.00 185.29 463,225.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 210.00 13,867.94 2,912,267.40
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 3530.28 456.49 1,611,536.08
610c Kilometer Post (0.610x0.114x1.5 M) Nos
2.00 4,031.26 8,062.52
Amount Rs. 5,234,665.00
Say Total Amount of Rs. 5,234,665.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1029 -- KM 60 TO 70 (SBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 150.00 600.00 90,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950.00 9,500.00
3022 Tractor Hours Hrs 40.00 1,456.95 58,278.00
3047 Excavator Hours Hrs 20.00 2,689.06 53,781.20
309b Cold Milling (0-50mm) SM 3500.00 185.29 648,515.00
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 260.00 13,867.94 3,605,664.40
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 2789 456.49 1,273,053.88
610c Kilometer Post (0.610x0.114x1.5 M) Nos
2.00 4,031.26 8,062.52
Amount Rs. 5,746,855.00
Say Total Amount of Rs. 5,746,855.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor Date ______
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1030 -- KM 70 TO 80 (SBC) ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
NSI-1 Mandays (Cleaning of culvert, cut vegetation, shoulders & debries along kerb stone & bridges cleaning, etc)
M/D 100.00 600.00 60,000.00
NSI-2 Painting & Lettering of Km Posts Nos 10.00 950.00 9,500.00
3022 Tractor Hours Hrs 50.00 1,456.95 72,847.50
3047 Excavator Hours Hrs 22.00 2,689.06 59,159.32
309b Cold Milling (0-50mm) SM 2515 185.29 466,046.46
307a Dense Graded Hot Bitmac (Crush Material from Hub Quarry)
CM 230.00 13,867.94 3,189,626.20
304b Double Surface Treatment (Crush Material from Hub Quarry)
SM 4000.00 456.49 1,825,960.00
610c Kilometer Post (0.610x0.114x1.5 M) Nos
2.00 4,031.26 8,062.52
Amount Rs. 5,691,202.00
Say Total Amount of Rs. 5,691,202.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Date
Name Address & Signature of Contractor
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1031 -- KM 120 TO 140 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
108c Formation of Embankment from borrow excavation in common material
CM 700.00 450.62 315,434.00
206b Water Bound Macadam CM 15.00 2055.88 30,838.20
3047 Excavator Hours(Track Type) Hrs 75.00 2689.06 201,679.50
307a Dense Graded Hot Bitmac CM
128.37 14028.9 1,800,890.16
401b Concrete Class-B CM 8.00 7648.5 61,188.00
401f Lean Concrete CM 16.00 5832.17 93,314.72
411b Stone Masonry Random with Mortar CM 50.00 4409.82 220,491.00
509e Grouted RIPRAP Class-B CM
175.15 4413.0 772,949.80
610c Kilometer Post Nos 9.00 3925.18 35,326.62
Amount Rs. 3,532,112.00
Say Total Amount of Rs. 3,532,112.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor ____________ Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1032 -- KM 140 TO 155 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
108c Formation of Embankment from borrow excavation in common material
CM 500.00 450.62 225,310.00
206b Water Bound Macadam CM 15.00 2055.88 30,838.20
3047 Excavator Hours(Track Type) Hours 75.00 2689.06 201,679.50
307a Dense Graded Hot Bitmac CM
149.91 14028.9 2,103,057.50
401b Concrete Class-B CM 5.00 7648.5 38,242.50
401f Lean Concrete CM 15.50 5832.17 90,398.64
411b Stone Masonry Random with Mortar CM 50.00 4409.82 220,491.00
509e Grouted RIPRAP, Class-B CM
240.96 4413.0 1,063,372.13
610c Kilometer Post Nos 3.00 3925.18 11,775.54
Amount Rs. 3,759,855.00
Say Total Amount of Rs. 3,759,855.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor Date _________
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1033 -- KM 155 TO 175 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavation CM 50.00 363.29 18,164.50
206b Water Bound Macadam CM 15.00 2055.88 30,838.20
3047 Excavator Hours(Track Type) Hrs 50.00 2689.06 134,453.00
307a Dense Graded Hot Bitmac CM
223.71 14028.9 3,138,338.00
401b Concrete Class-B CM 3.00 7648.5 22,945.50
401f Lean Concrete CM 8.00 5832.17 46,657.36
411b Stone Masonry Random with Mortar CM 100.00 4409.82 440,982.00
509e Grouted RIPRAP, Class-B CM
56.35 4413.0 248,671.61
610c Kilometer Post Nos 6.00 3925.18 23,551.08
3022 Tractor Hours Hrs 45.00 1456.95 65,562.75
Amount Rs. 4,170,164.00
Say Total Amount of Rs. 4,170,164.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Date
Name Address & Signature of Contractor __________________________
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1034 -- KM 175 TO 190 ON ROUTE (N-5/KTH)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 100.00 2055.88 205,588.00
3047 Excavator Hours(Track Type) Hrs 50.00 2689.06 134,453.00
307a Dense Graded Hot Bitmac CM
298.22 14028.9 4,183,728.28
610c Kilometer Post Nos 4.00 3925.18 15,700.72
3022 Tractor Hours Hrs 100.00 1456.95 145,695.00
Amount Rs. 4,685,165.00
Say Total Amount of Rs. 4,685,165.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1035 -- KM 80 TO 90 SBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 200.00 1741.81 348,362.00
206b Water Bound Macadam CM 19.52 2055.88 40,129.72
307a Dense Graded Hot Bitmac CM 181.00 14028.9 2,539,230.90
309b Cold Milling (0-50mm) SM 3800.00 185.14 703,532.00
607e Traffic road signs category 3 ( c ) SM 2.00 24774.94 49,549.88
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 575.00 278.01 159,855.75
610c Kilometer Post Nos 5.00 3925.18 19,625.90
Nsi-1 Men Days Each 175.00 600 105,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 50.00 430 21,500.00
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Amount Rs. 4,069,706.35
Say Total Amount of Rs. 4,069,706.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Date
Name Address & Signature of Contractor __________________________
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1036 -- KM 90 TO 100 SBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 85.00 1741.81 148,053.85
206b Water Bound Macadam CM 22.63 2055.88 46,528.36
307a Dense Graded Hot Bitmac CM 211.00 14028.9 2,960,097.90
309b Cold Milling (0-50mm) SM 4200.00 185.14 777,588.00
607e Traffic road signs category 3 ( c ) SM 1.00 24774.94 24,774.94
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 450.00 278.01 125,104.50
610c Kilometer Post Nos 5.00 3925.18 19,625.90
Nsi-1 Men Days Each 100.00 600 60,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 34.00 430 14,620.00
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Amount Rs. 4,259,313.65
Say Total Amount of Rs. 4,259,314.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor ___________ Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1037 -- KM 100 TO 110 SBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 70.00 1741.81 121,926.70
206b Water Bound Macadam CM 18.62 2055.88 38,288.84
307a Dense Graded Hot Bitmac CM 241.00 14028.9 3,380,964.90
309b Cold Milling (0-50mm) SM 4500.00 185.14 833,130.00
601dii Precast Kerb in concrete Class A-1 of size 450x150mm
M 30.00 1091.19 32,735.70
607e Traffic road signs category 3 ( c ) SM 1.00 24774.94 24,774.94
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 435.00 278.01 120,934.35
610c Kilometer Post Nos 5.00 3925.18 19,625.90
Nsi-1 Men Days Each 90.00 600 54,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 32.00 430 13,760.00
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Amount Rs. 4,723,061.53
Say Total Amount of Rs. 4,723,062.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1038 -- KM 110 TO 120 SBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 200.00 1741.81 348,362.00
206b Water Bound Macadam CM 19.29 2055.88 39,662.72
307a Dense Graded Hot Bitmac CM 225.00 14028.9 3,156,502.50
309b Cold Milling (0-50mm) SM 3700.00 185.14 685,018.00
601dii Precast Kerb in concrete Class A-1 of size 450x150mm
M 100.00 1091.19 109,119.00
607e Traffic road signs category 3 ( c ) SM 1.00 24774.94 24,774.94
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 420.00 278.01 116,764.20
610c Kilometer Post Nos 5.00 3925.18 19,625.90
Nsi-1 Men Days Each 70.00 600 42,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 33.00 430 14,190.00
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Amount Rs. 4,638,939.46
Say Total Amount of Rs. 4,638,939.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor _________ Date
_________________
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1039 -- KM 120 TO 130 SBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 60.00 1741.81 104,508.60
206b Water Bound Macadam CM 21.73 2055.88 44,676.60
307a Dense Graded Hot Bitmac CM 231.00 14028.9 3,240,675.90
309b Cold Milling (0-50mm) SM 4500.00 185.14 833,130.00
610c Kilometer Post Nos 5.00 3925.18 19,625.90
Nsi-1 Men Days Each 100.00 600 60,000.00
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Amount Rs. 4,385,537.20
Say Total Amount of Rs. 4,385,537.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1040 -- KM 130 TO 140 SBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 22.52 2055.88 46,293.36
307a Dense Graded Hot Bitmac CM 234.00 14028.9 3,282,762.60
309b Cold Milling (0-50mm) SM 4300.00 185.14 796,102.00
607e Traffic road signs category 3 ( c ) SM 1.00 24774.94 24,774.94
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 1470.00 278.01 408,674.70
610c Kilometer Post Nos 5.00 3925.18 19,625.90
Nsi-1 Men Days Each 150.00 600 90,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 173.00 430 74,390.00
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Amount Rs. 4,825,543.70
Say Total Amount of Rs. 4,825,544.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1041 -- KM 140 TO 149 SBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 20.86 2055.88 42,877.60
307a Dense Graded Hot Bitmac CM 235.00 14028.9 3,296,791.50
309b Cold Milling (0-50mm) SM 4700.00 185.14 870,158.00
601dii Precast Kerb in concrete Class A-1 of size 450x150mm
M 150.00 1091.19 163,678.50
610c Kilometer Post Nos 5.00 3925.18 19,625.90
Nsi-1 Men Days Each 150.00 600 90,000.00
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Amount Rs. 4,566,051.70
Say Total Amount of Rs. 4,566,052.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1042 -- KM 80 TO 90 NBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 22.09 2055.88 45,414.36
307a Dense Graded Hot Bitmac CM 185.00 14028.9 2,595,346.50
309b Cold Milling (0-50mm) SM 4000.00 185.14 740,560.00
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 24362.24 243,622.40
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 7.50 22552.7 169,145.25
607e Traffic road signs category 3 ( c ) SM 2.00 24774.94 49,549.88
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 575.00 278.01 159,855.75
610c Kilometer Post Nos 5.00 3925.18 19,625.90
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Nsi-1 Men Days Each 130.00 600 78,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 50.00 430 21,500.00
Amount Rs. 4,205,540.24
Say Total Amount of Rs. 4,205,540.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1043 -- KM 90 TO 100 NBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 50.00 1741.81 87,090.50
206b Water Bound Macadam CM 14.17 2055.88 29,138.32
307a Dense Graded Hot Bitmac CM 181.00 14028.9 2,539,230.90
309b Cold Milling (0-50mm) SM 4000.00 185.14 740,560.00
601dii Precast Kerb in concrete Class A-1 of size 450x150mm including concrete bedding & haunching
M 100.00 1091.19 109,119.00
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 8.00 24362.24 194,897.92
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 5.00 22552.7 112,763.50
607e Traffic road signs category 3 ( c ) SM 4.00 24774.94 99,099.76
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 450.00 278.01 125,104.50
610c Kilometer Post Nos 5.00 3925.18 19,625.90
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Nsi-1 Men Days Each 100.00 600 60,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 34.00 430 14,620.00
Amount Rs. 4,214,170.50
Say Total Amount of Rs. 4,214,171.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1044 -- KM 100 TO 110 NBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 100.00 1741.81 174,181.00
206b Water Bound Macadam CM 14.90 2055.88 30,633.32
307a Dense Graded Hot Bitmac CM 225.00 14028.9 3,156,502.50
309b Cold Milling (0-50mm) SM 4800.00 185.14 888,672.00
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 24362.24 243,622.40
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 7.00 22552.7 157,868.90
607e Traffic road signs category 3 ( c ) SM 1.00 24774.94 24,774.94
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 435.00 278.01 120,934.35
610c Kilometer Post Nos 5.00 3925.18 19,625.90
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Nsi-1 Men Days Each 100.00 600 60,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 32.00 430 13,760.00
Amount Rs. 4,973,495.51
Say Total Amount of Rs. 4,973,496.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1045 -- KM 110 TO 120 NBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 150.00 1741.81 261,271.50
206b Water Bound Macadam CM 15.27 2055.88 31,390.20
307a Dense Graded Hot Bitmac CM 245.00 14028.9 3,437,080.50
309b Cold Milling (0-50mm) SM 4800.00 185.14 888,672.00
601dii Precast Kerb in concrete Class A-1 of size 450x150mm including concrete bedding & haunching
M 100.00 1091.19 109,119.00
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 9.00 24362.24 219,260.16
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 6.00 22552.7 135,316.20
607e Traffic road signs category 3 ( c ) SM 1.00 24774.94 24,774.94
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 420.00 278.01 116,764.20
610c Kilometer Post Nos 5.00 3925.18 19,625.90
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Nsi-1 Men Days Each 100.00 600 60,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 33.00 430 14,190.00
Amount Rs. 5,400,384.80
Say Total Amount of Rs. 5,400,385.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1046 -- KM 120 TO 130 NBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
201 Granular Sub - Base CM 42.00 1741.81 73,156.02
206b Water Bound Macadam CM 14.56 2055.88 29,932.32
307a Dense Graded Hot Bitmac CM 252.00 14028.9 3,535,282.80
309b Cold Milling (0-50mm) SM 5000.00 185.14 925,700.00
610c Kilometer Post Nos 5.00 3925.18 19,625.90
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Nsi-1 Men Days Each 100.00 600 60,000.00
Amount Rs. 4,726,617.24
Say Total Amount of Rs. 4,726,617.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1047 -- KM 130 TO 140 NBC ON ROUTE (M-9)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 17.80 2055.88 36,591.96
307a Dense Graded Hot Bitmac CM 241.00 14028.9 3,380,964.90
309b Cold Milling (0-50mm) SM 4800.00 185.14 888,672.00
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 8.00 24362.24 194,897.92
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 5.50 22552.7 124,039.85
607e Traffic road signs category 3 ( c ) SM 1.00 24774.94 24,774.94
609ci Reflectorised Plastic Pavement Stud (Raised Profile Type- Single)
Each 1470.00 278.01 408,674.70
610c Kilometer Post Nos 5.00 3925.18 19,625.90
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Nsi-1 Men Days Each 100.00 600 60,000.00
Nsi-2
Providing & Fixing of Angle Iron Refelector on New Jersy Barrier / Bridge Parapet / Guard Rail etc with Diamond Grade Tape complete in all respects or as directed by the Engineer Incharge
Each 173.00 430 74,390.00
Amount Rs. 5,295,552.37
Say Total Amount of Rs. 5,295,552.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1048 -- KM 140 TO 149 NBC ON ROUTE (M-9),
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 19.36 2055.88 39,806.72
307a Dense Graded Hot Bitmac CM 231.00 14028.9 3,240,675.90
309b Cold Milling (0-50mm) SM 5000.00 185.14 925,700.00
601dii Precast Kerb in concrete Class A-1 of size 450x150mm including concrete bedding & haunching
M 150.00 1091.19 163,678.50
610c Kilometer Post Nos 5.00 3925.18 19,625.90
3047 Excavator. (Track Type). 100 HP Hrs 20.00 2689.06 53,781.20
3022 Tractor Hours Hrs 20.00 1456.95 29,139.00
Nsi-1 Men Days Each 150.00 600 90,000.00
Amount Rs. 4,562,407.22
Say Total Amount of Rs. 4,562,407.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1049 -- KM 149 TO 155 (NBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 14.963 2,055.88 30,761.10
307a Dense Graded Hot Bitmac CM 90.00 14,028.90 1,262,601.00
309b Cold Milling (0-50mm) SM 1800.00 185.14 333,252.00
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 24,362.24 243,622.40
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 22,552.70 225,527.00
511b1 Grouted Stone Pitching (15-20 cm Thick)
SM 50.00 1,822.38 91,119.00
601di RCC New Jersy Barrier (Precast) for Median Double Face Incl Reinforcement
M 35.00 11,551.77 404,311.95
610c Kilometer Post (0.610 x 0.114 x 1.5M) Each 3.00 3,925.18 11,775.54
3022 Tractor Hours (CSR-2009) Hrs 80.00 1,125.61 90,048.80
607e Traffic Sign Boards Category 3© SM 14.00 24,774.94 346,849.16
608h2 Pavement Marking in Reflective TP Paint for Lines of 15 cm Width
M 2390.00 167.40 400,086.00
609ci Reflectorized Plastic Pavement Stud (Raised Profile Type-Single)
Each 200.00 278.01 55,602.00
Nsi-1 Repaint/ Repair km Post Each 3.00 1,200.00 3,600.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 250.00 600.00 150,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 1800.00 450.00 810,000.00
Amount Rs. 4,459,155.95
Say Total Amount of Rs. 4,459,156.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1050 -- KM 149 TO 155 (SBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 16.3417 2,055.88 33,596.57
307a Dense Graded Hot Bitmac CM 69.00 14,028.90 967,994.10
309b Cold Milling (0-50mm) SM 1380.00 185.14 255,493.20
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 24,362.24 243,622.40
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 22,552.70 225,527.00
511b1 Grouted Stone Pitching (15-20 cm Thick)
SM 30.00 1,822.38 54,671.40
601di RCC New Jersy Barrier (Precast) for Median Double Including Reinforcement
M 35.00 11,551.77 404,311.95
610c Kilometer Post (0.610 x 0.114 x 1.5M) Nos 3.00 3,925.18 11,775.54
3022 Tractor Hours (CSR-2009) Hrs 133.00 1,125.61 149,706.13
607e Traffic Sign Boards Category 3© SM 14.00 24,774.94 346,849.16
608h2 Pavement Marking in Reflective TP Paint for Lines of 15 cm Width
M 2200.00 167.40 368,280.00
609ci Reflectorized Plastic Pavement Stud (Raised Profile Type-Single)
Each 200.00 278.01 55,602.00
Nsi-1 Repaint/ Repair km Post Each 3.00 1,200.00 3,600.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 200.00 600.00 120,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 1750.00 450.00 787,500.00
Amount Rs. 4,028,529.45
Say Total Amount of Rs. 4,028,529.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1051 -- KM 155 TO 163 (NBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 9.952 2,055.88 20,460.32
307a Dense Graded Hot Bitmac CM 59.00 14,028.90 827,705.10
309b Cold Milling (0-50mm) SM 1180.00 185.14 218,465.20
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 24,362.24 243,622.40
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 10.00 22,552.70 225,527.00
511b1 Grouted Stone Pitching (15-20 cm Thick)
SM 30.00 1,822.38 54,671.40
601di RCC New Jersy Barrier (Precast) for Median Double Including Reinforcement
M 35.00 11,551.77 404,311.95
610c Kilometer Post (0.610 x 0.114 x 1.5M) Nos 5.00 3,925.18 19,625.90
3022 Tractor Hours (CSR-2009) Hrs 140.00 1,125.61 157,585.40
607e Traffic Sign Boards Category 3© SM 10.00 24,774.94 247,749.40
608h2 Pavement Marking in Reflective TP Paint for Lines of 15 cm Width
M 1000.00 167.40 167,400.00
609ci Reflectorized Plastic Pavement Stud (Raised Profile Type-Single)
Each 150.00 278.01 41,701.50
Nsi-I Repaint/ Repair Km Post Each 4.00 1,200.00 4,800.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 200.00 600.00 120,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 2995.00 450 1,347,750.00
Amount Rs. 4,101,375.57
Say Total Amount of Rs. 4,101,376.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1052 -- KM 155 TO 163 (SBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 19.387 2,055.88 39,857.35
307a Dense Graded Hot Bitmac CM 84.00 14,028.90 1,178,427.60
309b Cold Milling (0-50mm) SM 1680.00 185.14 311,035.20
605a Concrete Beam Guardrail (Incl. Reinforcement)
CM 20.00 24,362.24 487,244.80
605c Concrete Beam Guardrail (Incl. Reinforcement)
CM 8.00 22,552.70 180,421.60
511b1 Grouted Stone Pitching (15-20 cm Thick)
SM 30.00 1,822.38 54,671.40
601di RCC New Jersy Barrier (Precast) for Median Double Including Reinforcement
M 40.00 11,551.77 462,070.80
610c Kilometer Post (0.610 x 0.114 x 1.5M) Nos 5.00 3,925.18 19,625.90
3022 Tractor Hours (CSR-2009) Hrs 120.00 1,125.61 135,073.20
607e Traffic Sign Boards Category 3© SM 10.00 24,774.94 247,749.40
608h2 Pavement Marking in Reflective TP Paint for Lines of 15 cm Width
M 900.00 167.40 150,660.00
609ci Reflectorized Plastic Pavement Stud (Raised Profile Type-Single)
Each 150.00 278.01 41,701.50
Nsi-1 Repaint/ Repair Km Post Each 4.00 1,200.00 4,800.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 140.00 600.00 84,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 1900.00 450.00 855,000.00
Amount Rs. 4,252,338.75
Say Total Amount of Rs. 4,252,339.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1053 -- KM 163 TO 181 (NBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 32.224 2,055.88 66,248.68
307a Dense Graded Hot Bitmac CM 230.00 14,028.90 3,226,647.00
309b Cold Milling (0-50mm) SM 4600.00 185.14 851,644.00
610c Kilometer Post (0.610x0.114x1.5M) Nos 10.00 3,925.18 39,251.80
3005 Front End Loader 2.5 CUM Hrs 80.00 3,635.46 290,836.80
3022 Tractor Hours (CSR-2009) Hrs 110.00 1,125.21 123,773.10
3047 Excavator (Track Type) CSR-2009 Hrs 90.00 2,689.06 242,015.40
607e Traffic Sign Boards Category 3© SM 16.00 24,774.94 396,399.04
Nsi-1 Repaint/ Repair Km Post Each 6.00 1,200.00 7,200.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 200.00 600.00 120,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 1000.00 450.00 450,000.00
Amount Rs. 5,814,015.82
Say Total Amount of Rs. 5,814,016.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1054 -- KM 163 TO 181 (SBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 15.857 2,055.88 32,600.09
307a Dense Graded Hot Bitmac CM 80.00 14,028.90 1,122,312.00
309b Cold Milling (0-50mm) SM 1600.00 185.14 296,224.00
610c Kilometer Post (0.610x0.114x1.5M) Nos 10.00 3,925.18 39,251.80
3005 Front End Loader 2.5 CUM Hrs 60.00 3,635.46 218,127.60
3022 Tractor Hours (CSR-2009) Hrs 70.00 1,125.61 78,792.70
3047 Excavator (Track Type) CSR-2009 Hrs 80.00 2,689.06 215,124.80
607e Traffic Sign Boards Category 3© SM 15.00 24,774.94 371,624.10
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 150.00 600.00 90,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 500.00 450.00 225,000.00
Amount Rs. 2,689,057.09
Say Total Amount of Rs. 2,689,057.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1055 -- KM 181 TO 200 (NBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 31.66 2,055.88 65,085.05
307a Dense Graded Hot Bitmac CM 180.00 14,028.90 2,525,202.00
309b Cold Milling (0-50mm) SM 3600.00 185.14 666,504.00
610c Kilometer Post (0.610x0.114x1.5M) Nos 4.00 3,925.18 15,700.72
3005 Front End Loader 2.5 CUM Hrs 120.00 3,635.46 436,255.20
3022 Tractor Hours (CSR-2009) Hrs 100.00 1,125.61 112,561.00
3047 Excavator (Track Type) CSR-2009 Hrs 80.00 2,689.06 215,124.80
607e Traffic Sign Boards Category 3© SM 17.00 24,774.94 421,173.98
Nsi-1 Repaint/Repair Km Post Each 5.00 1,200.00 6,000.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 250.00 600.00 150,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 2340.00 450.00 1,053,000.00
Amount Rs. 5,666,606.75
Say Total Amount of Rs. 5,666,607.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1056 -- KM 181 TO 200 (SBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 16.5831 2,055.88 34,092.86
307a Dense Graded Hot Bitmac CM 77.00 14,028.90 1,080,225.30
309b Cold Milling (0-50mm) SM 1540.00 185.14 285,115.60
610c Kilometer Post (0.610x0.114x1.5M) Nos 6.00 3,925.18 23,551.08
3005 Front End Loader 2.5 CUM Hrs 35.00 3,635.46 127,241.10
3022 Tractor Hours (CSR-2009) Hrs 35.00 1,125.61 39,396.35
3047 Excavator (Track Type) CSR-2009 Hrs 50.00 2,689.06 134,453.00
607e Traffic Sign Boards Category 3© SM 10.00 24,774.94 247,749.40
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 200.00 600.00 120,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 915.00 450.00 411,750.00
Amount Rs. 2,503,574.69
Say Total Amount of Rs. 2,503,575.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1057 -- KM 200 TO 225 (NBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 50.2195 2,055.88 103,245.27
307a Dense Graded Hot Bitmac CM 190.00 14,028.90 2,665,491.00
309b Cold Milling (0-50mm) SM 8000.00 185.14 1,481,120.00
610c Kilometer Post (0.610x0.114x1.5M) Nos 10.00 3,925.18 39,251.80
3005 Front End Loader 2.5 CUM Hrs 30.00 3,635.46 109,063.80
3022 Tractor Hours (CSR-2009) Hrs 40.00 1,125.61 45,024.40
3047 Excavator (Track Type) CSR-2009 Hrs 60.00 2,689.06 161,343.60
607e Traffic Sign Boards Category 3© SM 20.00 24,774.94 495,498.80
Nsi-1 Repaint/Repair Km Post Each 10.00 1,200.00 12,000.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 260.00 600.00 156,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 500.00 450.00 225,000.00
Amount Rs. 5,493,038.67
Say Total Amount of Rs. 5,493,039.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1058 -- KM 200 TO 225 (SBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 21.6345 2,055.88 44,477.94
307a Dense Graded Hot Bitmac CM 90.00 14,028.90 1,262,601.00
309b Cold Milling (0-50mm) SM 1800.00 185.14 333,252.00
610c Kilometer Post (0.610x0.114x1.5M) Nos 10.00 3,925.18 39,251.80
3005 Front End Loader 2.5 CUM Hrs 20.00 3,635.46 72,709.20
3022 Tractor Hours (CSR-2009) Hrs 40.00 1,125.61 45,024.40
3047 Excavator (Track Type) CSR-2009 Hrs 60.00 2,689.06 161,343.60
607e Traffic Sign Boards Category 3© SM 15.00 24,774.94 371,624.10
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 136.00 600.00 81,600.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 200.00 450.00 90,000.00
TOTAL AMOUNT RS 2,501,884.04
Total Amount Say As Rs. 2,501,884.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1059 -- KM 225 TO 252 (NBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
108c Formation of Embankment From Borrow
CM 50.00 449.78 22,489.00
206b Water Bound Macadam CM 59.50 2,055.88 122,324.86
304b Double Surface Treatment SM 1200.00 458.02 549,624.00
307a Dense Graded Hot Bitmac CM 235.00 14,028.90 3,296,791.50
309b Cold Milling (0-50mm) SM
8,000.00 185.14 1,481,120.00
610c Kilometer Post (0.610x0.114x1.5M) Nos 15.00 3,925.18 58,877.70
3022 Tractor Hours (CSR-2009) Hrs 80.00 1,125.61 90,048.80
3047 Excavator (Track Type) CSR-2009 Hrs 100.00 2,689.06 268,906.00
607e Traffic Sign Boards Category 3© SM 9.00 24,774.94 222,974.46
Nsi-1 Repaint/Repair Km Post Each 8.00 1,200.00 9,600.00
Nsi-II Man Days for cut Vegitation & cleaning of culvert
Each 105.00 600.00 63,000.00
Nsi-III Paint by Brush (3 Applications with Base)
SM 200.00 450.00 90,000.00
TOTAL AMOUNT RS 6,275,756.32
Total Amount Say As Rs. 6,275,756.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1060 -- KM 225 TO 252 (SBC) ON ROUTE (N-5)
Item No. Description Unit Qty. Rate Amount (Rs.)
108c Formation of Embankment From Borrow
CM 60.0000 449.78 26,986.80
206b Water Bound Macadam CM 31.90 2,055.88 65,584.63
304b Double Surface Treatment SM 500.00 458.02 229,010.00
307a Dense Graded Hot Bitmac CM 105.00 14,028.90 1,473,034.50
309b Cold Milling (0-50mm) SM 2100.00 185.14 388,794.00
610c Kilometer Post (0.610x0.114x1.5M) Nos 12.00 3,925.18 47,102.16
3022 Tractor Hours (CSR-2009) Hrs 40.00 1,125.61 45,024.40
3047 Excavator (Track Type) CSR-2009 Hrs 40.00 2,689.06 107,562.40
607e Traffic Sign Boards Category 3© SM 8.00 24,774.94 198,199.52
Nsi-II Man Days for cut Vegetation & cleaning of culvert
Each 110.00 600.00 66,000.00
TOTAL AMOUNT RS 2,647,298.41
Say Total Amount of Rs. 2,647,298.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1061 -- KM 00 TO 15 ON ROUTE (N-120)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 29.91 2055.88 61,481.09
307a Dense Graded Hot Bitmac CM 300.00 14028.9 4,208,670.00
610c New KM Post Each 3.00 3925.18 11,775.54
3022 Tractor Hours Hours 80.00 1125.61 90,048.80
NSI-1 Plaster SM 50.00 700 35,000.00
NSI-2 Men Days M/Day 87.00 600 52,200.00
NSI-3 Repaint to Km Post Each 3.00 800 2,400.00
TOTAL AMOUNT RS 4,461,575.43
Say Total Amount of Rs. 4,461,575.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1062 -- KM 15 TO 30 ON ROUTE (N-120)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 20.00 2055.88 41,117.60
307a Dense Graded Hot Bitmac CM
330.28 14028.9 4,633,450.10
3047 Excavator Hours Hrs 40.00 2689.06 107,562.40
610c New KM Post Each 5.00 3925.18 19,625.90
NSI-1 Men Days M/Day 100.00 450 45,000.00
TOTAL AMOUNT RS 4,846,756.00
Say Total Amount of Rs. 4,846,756.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1063 -- KM 30 TO 50 ON ROUTE (N-120)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 25.00 2055.88 51,397.00
307a Dense Graded Hot Bitmac CM
413.67 14028.9 5,803,275.10
3047 Excavator Hours Hrs 50.00 2689.06 134,453.00
610c New KM Post Each 5.00 3925.18 19,625.90
NSI-1 Men Days M/Day 100.00 450 45,000.00
NSI-2 Repaint to Km Post Each 4.00 800 3,200.00
TOTAL AMOUNT RS 6,056,951.00
Say Total Amount of Rs. 6,056,951.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1064 -- KM 50 TO 70 ON ROUTE (N-120)
Item No. Description Unit Qty. Rate Amount (Rs.)
206b Water Bound Macadam CM 20.00 2055.88 41,117.60
307a Dense Graded Hot Bitmac CM
356.94 14028.9 5,007,496.82
3047 Excavator Hours Hrs 75.00 2689.06 201,679.50
610c New KM Post Each 6.00 3925.18 23,551.08
NSI-1 Men Days M/Day 100.00 450 45,000.00
NSI-2 Repaint to Km Post Each 5.00 800 4,000.00
TOTAL AMOUNT RS 5,322,845.00
Say Total Amount of Rs. 5,322,845.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1065 -- KM 70 TO 88 ON ROUTE (N-120)
Item No. Description Unit Qty. Rate Amount (Rs.)
108c Formation of Embankment from borrow excavation in common material
CM 1000.00 447.9 447,900.00
114b Dressing of Berm with Extra borrow Material
SM 6000.00 47.82 286,920.00
206b Water Bound Macadam CM 20.00 2055.88 41,117.60
307a Dense Graded Hot Bitmac CM
321.65 14028.9 4,512,421.50
3047 Excavator Hours Hrs 100.00 2689.06 268,906.00
610c New KM Post Each 5.00 3925.18 19,625.90
NSI-1 Men Days M/Day 100.00 450 45,000.00
NSI-2 Repaint to Km Post Each 5.00 800 4,000.00
TOTAL AMOUNT RS 5,625,891.00
Say Total Amount of Rs. 5,625,891.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1066 -- KM 00 TO 35 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 100.00 363.01 36,301.00
206b Water Bound Macadam Base with Coarse Aggregate Class-B
CM 100.00 2067.1 206,710.00
304b Double Surface Treatment SM 2387.572 469.39 1,120,702.42
108c Formation of Embankment CM 10.00 447.28 4,472.80
107a Structural excavation as in common material
CM 10.00 14154.4 141,544.00
401f Lean Concrete CM 2.00 6249.4 12,498.80
401b Concrete Class-B CM 5.00 8060.23 40,301.15
401a1iii Concrete Class-A1 on Ground CM 2.00 8060.23 16,120.46
401a1iii Concrete Class-A1 Elevated CM 2.00 11180.72 22,361.44
404a Reinforcement as per AASHTO M.31 Grade-40
Ton 0.20 113286.08 22,657.22
309b Cold Milling 0-50 mm SM 2200.00 185.72 408,584.00
307a Dense Graded Hot Bitmac CM 180.00 14154.4 2,547,792.00
610c New KM Post Each 2.00 3893.06 7,786.12
NSI-2 Tractor 80 H.P Hrs 100.00 1456.95 145,695.00
NSI-3 Man Days SM 100.00 600 60,000.00
TOTAL AMOUNT RS 4,793,526.41
Say Total Amount of Rs. 4,793,526.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1067 -- KM 35 TO 70 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 200.00 363.01 72,602.00
206b Water Bound Macadam Base with Coarse Aggregate Class-B
CM 200.00 2067.1 413,420.00
304b Double Surface Treatment SM 5658.268 469.39 2,655,934.42
309b Cold Milling 0-50 mm SM 500.00 185.72 92,860.00
307a Dense Graded Hot Bitmac CM 100.00 14154.4 1,415,440.00
108c Formation of Embankment CM 10.00 447.28 4,472.80
401b Concrete Class-B CM 2.00 6249.4 12,498.80
401a1iii Concrete Class-A1 on Ground CM 2.00 8060.23 16,120.46
401a1iii Concrete Class-A1 Elevated CM 2.00 11180.72 22,361.44
404a Reinforcement as per AASHTO M.31 Grade-40
Ton 0.20 113286.08 22,657.22
610c New KM Post Each 2.00 3893.06 7,786.12
NSI-2 Tractor 80 H.P Hrs 50.00 1456.95 72,847.50
NSI-3 Man Days SM 200.00 600 120,000.00
Total Amount Rs. 4,929,000.75
Say Total Amount of Rs. 4,929,001.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1068 -- KM 70 TO 100 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 200.00 363.01 72,602.00
206b Water Bound Macadam Base with Coarse Aggregate Class-B
CM 200.00 2067.1 413,420.00
304b Double Surface Treatment SM 5630.591 469.39 2,642,943.11
309b Cold Milling 0-50 mm SM 2000.00 185.72 371,440.00
307a Dense Graded Hot Bitmac CM 50.00 14154.4 707,720.00
108c Formation of Embankment CM 10.00 447.28 4,472.80
107a Structural excavation as in common material
CM 2.00 362.33 724.66
401f Lean Concrete CM 3.00 6249.4 18,748.20
401b Concrete Class-B CM 5.00 8060.23 40,301.15
401a1iii Concrete Class-A1 on Ground CM 2.00 11180.72 22,361.44
401a1iii Concrete Class-A1 Elevated CM 1.00 11625.17 11,625.17
404a Reinforcement as per AASHTO M.31 Grade-40
Ton 0.20 113286.08 22,657.22
610c New KM Post Each 2.00 3893.06 7,786.12
3047 Excavator (Track Type) 100 HP Hrs 200.00 2689.06 537,812.00
NSI-2 Tractor 80 H.P Hrs 210.00 1456.95 305,959.50
NSI-3 Man Days Each 100.00 600 60,000.00
Total Amount Rs. 5,240,573.37
Say Total Amount of Rs. 5,240,573.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1069 -- KM 100 TO 140 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 100.00 363.01 36,301.00
206b Water Bound Macadam CM 100.00 2067.1 206,710.00
304a Single Surface Treatment SM 5812.475 230.98 1,342,565.48
304b Double Surface Treatment SM 738.152 469.39 346,481.17
307a Dense Graded Hot Bitmac CM 50.00 14154.4 707,720.00
309b Cold Milling (0-50mm) SM 2000.00 185.72 371,440.00
401a1iii Concrete Class-A1 on Ground CM 2.00 11625.17 23,250.34
401b Concrete Class-B CM 15.00 8060.23 120,903.45
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.20 115911.08 23,182.22
511 B 1 Ground Stone Pitching (15 to 20 cm Thick
SM 1086.30 1805.42 1,961,233.16
610c New KM Post Each 2.00 3893.06 7,786.12
3022 Tractor 80 H.P Hrs 50.00 1456.95 72,847.50
3047 Excavator (Track Type) 100 HP Hrs 100.00 2689.06 268,906.00
NSI Repaint Kilometer Post No 10.00 500 5,000.00
NSI-3 Man Days No 200.00 600 120,000.00
TOTAL AMOUNT RS 5,614,326.43
Say Total Amount of Rs. 5,614,326.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1070 -- KM 140 TO 180 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 80.00 363.01 29,040.80
206b Water Bound Macadam CM 70.00 2067.1 144,697.00
304b Double Surface Treatment SM 1500.00 469.39 704,085.00
307a Dense Graded Hot Bitmac CM 200.00 14154.4 2,830,880.00
401a1ii Concrete Class-A1 on Ground CM 8.00 11180.72 89,445.76
401b Concrete Class-B CM 15.00 8060.23 120,903.45
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.80 115911.08 92,728.86
610c New KM Post Each 5.00 3893.06 19,465.30
3022 Tractor 80 H.P Hrs 50.00 1456.95 72,847.50
NSI Repaint Kilometer Post No 2.00 500 1,000.00
NSI-3 Man Days No 100.00 600 60,000.00
TOTAL AMOUNT RS 4,165,093.67
Say Total Amount of Rs. 4,165,094.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1071 -- KM 180 TO 220 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 70.00 363.01 25,410.70
206b Water Bound Macadam CM 80.00 2067.1 165,368.00
304b Double Surface Treatment SM 2500.00 469.39 1,173,475.00
307a Dense Graded Hot Bitmac CM 230.00 14154.4 3,255,512.00
401a1ii Concrete Class-A1 on Ground CM 8.00 11180.72 89,445.76
401b Concrete Class-B CM 12.00 8060.23 96,722.76
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.80 115911.08 92,728.86
610c New KM Post Each 4.00 3893.06 15,572.24
3022 Tractor 80 H.P Hrs 50.00 1456.95 72,847.50
NSI Repaint Kilometer Post No 2.00 500 1,000.00
NSI-I Man Days No 100.00 600 60,000.00
TOTAL AMOUNT RS 5,048,082.82
Say Total Amount of Rs. 5,048,083.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1072 -- KM 220 TO 250 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 70.00 363.01 25,410.70
206b Water Bound Macadam CM 75.00 2067.1 155,032.50
304a Single Surface Treatment SM 1500.00 230.98 346,470.00
304b Double Surface Treatment SM 1000.00 469.39 469,390.00
307a Dense Graded Hot Bitmac CM 180.00 14154.4 2,547,792.00
401a1ii Concrete Class-A1 on Ground CM 8.00 11180.72 89,445.76
401b Concrete Class-B CM 12.00 8060.23 96,722.76
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.80 115911.08 92,728.86
511 B 1 Ground Stone Pitching (15 to 20 cm Thick
SM 100.00 1805.42 180,542.00
610c New KM Post Each 5.00 3893.06 19,465.30
3022 Tractor 80 H.P Hrs 50.00 1456.95 72,847.50
NSI Repaint Kilometer Post No 2.00 500 1,000.00
NSI-I Man Days No 100.00 600 60,000.00
TOTAL AMOUNT RS 4,156,847.38
Say Total Amount of Rs. 4,156,848.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date
NATIONAL HIGHWAY AUTHORITY
BILL OF QUANTITIES
CONTRACT NO.RM-SDS-15-1073 -- KM 250 TO 281 ON ROUTE (N-55)
Item No. Description Unit Qty. Rate Amount (Rs.)
106a Excavate Unsuitable Common Material CM 80.00 361.75 28,940.00
206b Water Bound Macadam CM 80.00 1686.64 134,931.20
304a Single Surface Treatment SM 2500.00 228.74 571,850.00
304b Double Surface Treatment SM 1000.00 462.62 462,620.00
307a Dense Graded Hot Bitmac CM 170.00 13966.93 2,374,378.10
401a1ii Concrete Class-A1 on Ground CM 8.00 11038.48 88,307.84
401b Concrete Class-B CM 12.00 7913.03 94,956.36
404b Reinforcement as per AASHTO M.31 Grade-60
Ton 0.80 116121.93 92,897.54
511 B 1 Ground Stone Pitching (15 to 20 cm Thick
SM 100.00 1739.67 173,967.00
610c New KM Post Each 5.00 3847.46 19,237.30
3022 Tractor 80 H.P Hrs 30.00 1456.95 43,708.50
NSI-I Man Days No 100.00 600 60,000.00
TOTAL AMOUNT RS 4,145,793.84
Say Total Amount of Rs. 4,145,794.00
TO BE QUOTED BY THE CONTRACTOR
At ______________ % Above Engineer Estimate (Rs.)
OR
At ______________ % Below Engineer Estimate (Rs.)
Total Rs. BID AMOUNT (Rs.)
____________________________________________________________
____________________________________________________________
Name Address & Signature of Contractor __________________________
Date