Construction of Hyderabad – Sukkur (306 Km), 6-Lane Divided, fenced Motorway

ENGINEER'S ESTIMATE

BILL NO. 1 : EARTH WORK

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

101 Clearing and Grubbing S.M 18,497,380 25.67 474,827,745

102a Removal of Trees 150-300 mm Girth Each 130,000 420.00 54,600,000

102b Removal of Trees 301-600 mm Girth Each 77,200 1,019.61 78,713,892

102c Removal of Trees 601mm or over Girth Each 51,450 4,078.46 209,836,767

104 Compaction of Natural Ground S.M 18,497,380 27.79 514,042,190

106a Excavate Unsuitable Common Material C.M 272,250 363.22 98,886,645

Formation of Embankment from Roadway

108a C.M 5,500 400.70 2,203,850
Excavation in Common Material

Formation of Embankment from Borrow Excavation

108c C.M 72,232,871 449.78 32,488,900,718
in Common Material

Formation of Embankment from Structural

108d C.M 297,050 226.35 67,237,268
Excavation in Common Material

109a Subgrade Preparation in Earth Cut S.M 45,990 77.28 3,554,107

110 Improved Subgrade CBR > 25% C.M 3,522,091 837.36 2,949,258,120

SP-117a Formation of granular material platform C.M 825,000 1,200.00 990,000,000

SP-117b Formation of Earthen Dowels C.M 100,980 500.00 50,490,000

SP-117c Sodding / Grass over Embankment Slope S.M 6,600,000 112.20 740,520,000

TOTAL FOR BILL NO.1 CARRIED TO SUMMARY 38,723,071,302

BILL NO. 2 : SUBBASE & BASE

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

201 Granular Subbase C.M 2,545,069 1741.81 4,433,026,635

202 Aggregate Base Course C.M 2,614,738 2,178.39 5,695,919,112

203b Asphaltic Base Course Plant mix (Class B) C.M 1,709,844 18,465.29 31,572,765,315

209a Breaking of Existing Road Pavement Structure C.M 5,000 610.05 3,050,250

209b Scarification of Existing Road Pavement S.M 5,000 68.14 340,700

TOTAL FOR BILL NO.2 CARRIED TO SUMMARY 41,705,102,011

BILL NO. 3 : SURFACE COURSES & PAVEMENT

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

302a Cut -Back Asphalt for Bituminous Prime Coat S.M 9,520,825 121.92 1,160,778,984

303a Cut -Back Asphalt for Bituminous Tack Coat S.M 18,090,065 48.83 883,337,874

304c Triple Surface Treatment S.M 2,384,250 549.04 1,309,048,620

305a Asphaltic Concrete for Wearing Course (Class "A") C.M 440,204 19,165.18 8,436,588,897

TOTAL FOR BILL NO.3 CARRIED TO SUMMARY 11,789,754,375

Bill No. 4.1 Structure (NJB / Rigid Pavement)

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

401a3ii Concrete Class A3 (4000 PSI) CM 94,430 11,519.10 1,087,748,613 1,027,003

401 f Lean Concrete CM 31,480 5,832.17 183,596,712 137,975

404 b Reinforcement as per AASHTO M-31 Grade 60 TON 6,240 115,560.17 721,095,461

Premoulded joint filler 12 mm thick with Bitumen

406a S.M 15,230 3,030.21 46,150,098
joint seal

TOTAL FOR BILL NO.4.1 CARRIED TO SUMMARY 2,038,590,884

BILL NO. 4.2 STRUCTURE FLYOVER BRIDGES

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

107 d Granular Backfill CM 150 1,348.53 202,280

149.65

401a1ii Concrete Class A1 (3000 psi) Approach Slab CM 163 10,892.71 1,775,512
162.57

401a1iii Concrete Class A1(3000psi) N.J.Barrier CM 586 11,584.85 6,788,722

586.47

401a3i Concrete Class A3( 4000 psi) Pile CM 2,538 10,659.05 27,052,669
2537.90
Concrete Class A3 (4000 psi) Transom and Wing
401a3iii CM 406 11,932.26 4,844,498
Wall 405.86
Concrete Class A3 (4000 psi) Diaphragms and Deck
401a3iii CM 1,999 11,932.26 23,852,588
slab 1998.66

401a3iii Concrete Class A3( 4000 psi) Piers CM 179 11,932.26 2,135,875
179.29

401a3iii Concrete Class A3 (4000 psi) Abutment Girder Seat CM 600 11,932.26 7,159,356
599.95

401a3iii Concrete Bearing Pads, Concrete Class A3 CM 5 11,932.26 59,661

5.01
Concrete Class D1 (5000 psi) Prestressed 'I'
401d CM 2,966 14,852.62 44,052,871
Shaped girder 2966.43
Prestressing Steel (Pre-cast prestressed girder)
405 a Ton 178 225,307.81 40,104,790
grade 270 ksi, Grade 1860
178.20
405 b Launching of Precast- Prestressed Girders Ton 7,118 1,328.51 9,456,334 7117.71

401 f Lean Concrete CM 63 5,832.17 367,427

62.71

404 b Reinforcement as per AASHTO M-31 Grade-60 TON 1,591 115,560.17 183,856,230
1591.47
Expansion Joint with Two Extruded Aluminium Alloy
406cii LM 237 58,210.69 13,795,934
Sections for 50mm movement (USA/EU MAKE)
236.89
Elastomeric Bearing Pads (According to size & Centimeter
406ei 1,029,600 6.47 6,661,512
thickness) - USA/EU Make Cube
1029600.00
Cast in Place Piles 1.2M dia in normal soil (Boring
407d3 LM 2,244 12,273.88 27,542,587
only)
2244.00

407l Pile Load Test Upto 800 Ton Each 6 1,363,639.28 8,181,836
6.00

407k Pile Proof Load Test Upto 550 Ton Each 6 906,035.51 5,436,213
6.00

509e Grouted Riprap Class B CM 1,518 4,941.43 7,501,091

1518.03

SP 416 Providing and fixing CI Pipes100mm dia LM 1,188 1,452.49 1,725,558

1188.00

SP 418 a Galvanized Iron Drain pipe, 100mm dia Each 106 1,151.00 122,006
106.00

TOTAL FOR BILL NO.4.2 CARRIED TO SUMMARY 422,675,548

BILL NO. 4.3 STRUCTURE RIVER INDUS BRIDGE

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

107 a Structural Excavation in Common Material CM 30,899 363.27 11,224,680

30898.68

107 d Granular Backfill CM 2,605 1,348.53 3,512,921

2605.43

401a1ii Concrete Class A1 (3000 psi) Approach Slab CM 106 10,892.71 1,154,627
105.91

401a1iii Concrete Class A1(3000psi) N.J.Barrier CM 1,574 11,584.85 18,234,554

1573.95

401a3i Concrete Class A3( 4000 psi) Pile CM 23,886 10,659.05 254,602,068
23886.16

401a3iii Concrete Class A3 (4000 psi) Pilecap CM 20,401 11,519.10 235,001,159

20400.97
Concrete Class A3 (4000 psi) Transom and Wing
401a3iii CM 6,391 11,932.26 76,259,074
Wall 6391.14
Concrete Class A3 (4000 psi) Diaphragms and Deck
401a3iii CM 6,978 11,932.26 83,263,310
slab 6978.49

401a3iii Concrete Class A3 (4000 psi) Abutment Girder Seat CM 462 11,932.26 5,512,704
461.85

401d Concrete Class D1 (5000 psi) Prestressed 'I' Shaped CM 28,979 14,852.62 430,414,075
28979.35
Prestressing Steel (Pre-cast prestressed girder)
405 a Ton 1,392 225,307.81 313,628,472
grade 270 ksi, Grade 1860
1391.50

405 b Launching of Precast- Prestressed Girders Ton 69,550 1,328.51 92,397,871

69550.43
401 f Lean Concrete CM 807 5,832.17 4,706,561
807.45
404 b Reinforcement as per AASHTO M-31 Grade-60 TON 16,118 115,560.17 1,862,598,820
16118.01
Expansion Joint with Two Extruded Aluminium Alloy
406cii LM 1,697 58,210.69 98,783,541
Sections for 50mm movement (USA/EU MAKE)
1696.65
Elastomeric Bearing Pads (According to size
406ei
Centimeter
7,687,680 6.47 49,739,290
& thickness) - USA/EU Make Cube
7687680.00
Cast-in place pile upto 1.20 m dia in normal Soil
407d3 LM 21,120 5,655.24 119,438,669
(boring only)
21120.00

407l Pile Load Test upto 800 TON Each 1 1,363,639.28 1,363,639
1.00

407k Pile Load Test upto 550 TON Each 1 906,035.51 906,036
1.00

509e Grouted Riprap Class B CM 270 4,941.43 1,334,186

270.16

SP 416 Providing and fixing CI Pipes100mm dia LM 3,190 1,452.49 4,633,443

3190.00

SP 418 a Galvanized Iron Drain pipe, 100mm dia Each 317 1,151.00 364,867
316.80

- Protection Works for Indus River 2,500,000,000

TOTAL FOR BILL NO.4.3 CARRIED TO SUMMARY 6,169,074,566 3,669,074,566

BILL NO. 4.4 STRUCTURE CANAL BRIDGES

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)
107 a Structural Excavation in Common Material CM 109,484 363.27 39,772,253 63,010 46,475

107 d Granular Backfill CM 26,928 1,348.53 36,313,216 14,764 12,164

401a3iii Concrete Class A3 (4000 psi) Pilecap CM 41,037 11,932.26 489,664,154 24,287 16,750
Concrete Class A3 (4000 psi) Transom and Wing
401a3iii CM 15,230 11,932.26 181,728,320 9,544 5,686
Wall
Concrete Class A3 (4000 psi) Diaphragms and Deck
401a3iii CM 59,846 11,932.26 714,098,032 32,308 27,538
slab
401a1ii Concrete Class A1 (3000 psi) Approach Slab CM 8,384 10,892.71 91,324,481 4,304 4,079

401a3i Concrete Class A3( 4000 psi) Pile CM 121,008 10,659.05 1,289,830,322 68,710 52,298

401a3iii Concrete Class A3( 4000 psi) Piers CM 4,829 11,932.26 57,620,884 3,219 1,610

401a1ii Concrete Class A1(3000psi) N.J.Barrier CM 7,672 11,584.85 88,878,969 4,436 3,236

401a3iii Concrete Class A3(4000 psi) Abutment Girder Seat CM 29,245 11,932.26 348,958,944 15,190 14,055

401a3iii Concrete Bearing Pads, Concrete Class A3 CM 188 11,932.26 2,243,265 107 81

401d Concrete Class D1 (5000 psi) CM 98,520 14,852.62 1,463,280,122 60,734 37,786
Pre-Stressing Wire Strand 3/8"-1/2" Dia Complete In
405 a Ton 5,314 225,307.81 1,197,285,702 3,222 2,092
All Respect.
405 b Launching of Precast- Prestressed Girders Ton 236,433 1,328.51 314,103,605 145,753 90,680

401 f Lean Concrete CM 5,085 5,832.17 29,656,584 2,813 2,271

404 b Reinforcement as per AASHTO M-31 Grade-60 TON 67,508 115,560.17 7,801,235,956 39,381 28,127
Expansion Joint With Two Extruded Aluminium Alloy
406cii LM 12,421 58,210.69 723,034,980 6,883 5,538
Sections For 50mm Movement (Usa/Eu Make)
Elastomeric Bearing Pads (According to size & Centimete
406ei 38,630,592 6.47 249,939,930 22,246,224 16,384,368
thickness) - USA/EU Make r
Cast-in place pile upto 1.00 m dia in normal Soil
407d1 LM 46,200 5,655.24 261,272,088 30,360 15,840
(boring only)
Cast-in place pile upto 1.1 to 1.5 m dia in normal
407d3 LM 64,680 12,273.88 793,874,558 33,000 31,680
Soil (boring only)
407l Pile Load Test upto 800 TON Each 98 1,363,639.28 133,636,649 50 48

407k Pile Load Test upto 550 TON Each 98 906,035.51 88,791,480 50 48

509e Grouted Riprap Class B CM 42,480 4,941.43 209,911,946 21,750 20,730

SP 416 Providing and fixing CI Pipes100mm dia LM 15,543 1,452.49 22,576,052 8,987 6,556

SP 418 a Galvanized Iron Drain pipe, 100mm dia Each 1,344 1,151.00 1,546,944 793 552

TOTAL FOR BILL NO.4.4 CARRIED TO SUMMARY 16,630,579,438

BILL NO. 4.5 STRUCTURES (SUBWAYS)

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

107 a Structural Excavation in Common Material CM 221,550 363.27 80,482,469 221,550

107 d Granular Backfill CM 162,119 1,348.53 218,622,335 162,119

Concrete Class A3 (On Ground) Base Slab, Toe

401 a3ii CM 85,795 11,519.10 988,281,185 85,795
Wall, Approach Slab

401 a3iii Concrete Class A3 (Elevated) Wall, Top Slab CM 157,816 11,932.26 1,883,101,544 157,816

401 f Lean Concrete CM 11,137 5,832.17 64,952,877 11,137

404 b Reinforcement as per AASHTO M-31 Grade 60 TON 29,267 115,560.17 3,382,099,495 29,267

Premoulded Joint Filler (12mm thick) With

406a SM 1,100 3,030.21 3,333,231 1,100
Bitumastic Joint Seal

406 dii PVC Waterstop 8" Size LM 34,676 716.51 24,845,701 34,676

Type-I Water Proofing Treatment behind Retaining

415 a SM 300,644 195.33 58,724,793 300,644
Walls

TOTAL FOR BILL NO.4.5 CARRIED TO SUMMARY 6,704,443,629

BILL NO. 4.6 STRUCTURES (CATTLE CREEP)

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

107 a Structural Excavation in Common Material CM 62,971 363.27 22,875,475 62,971

107 d Granular Backfill CM 68,404 1,348.53 92,244,846 68,404

Concrete Class A3 (On Ground) Base Slab, Toe

401 a3ii CM 20,720 11,519.10 238,675,752 20,720
Wall, Approach Slab

401 a3iii Concrete Class A3 (Elevated) Wall, Top Slab CM 28,620 11,932.26 341,501,281 28,620

401 f Lean Concrete CM 4,621 5,832.17 26,950,458 4,621

404 b Reinforcement as per AASHTO M-31 Grade 60 TON 5,985 115,560.17 691,627,617 5,985

Premoulded Joint Filler (12mm thick) With

406a SM 416 3,030.21 1,260,567 416
Bitumastic Joint Seal

406 dii PVC Waterstop 8" Size LM 13,752 716.51 9,853,446 13,752

Type-I Water Proofing Treatment behind Retaining

415 a SM 106,053 195.33 20,715,332 106,053
Walls

TOTAL FOR BILL NO.4.6 CARRIED TO SUMMARY 1,445,704,775

BILL NO. 4.7 STRUCTURES (BOX CULVERTS)

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

107 a Structural Excavation in Common Material CM 70,178 363.27 25,493,562 70,178

107d Granular Backfill CM 15,642 1,348.53 21,093,706 15,642

401 a3i Concrete Class A3 (Underground) CM 4,109 10,659.05 43,798,036 4,109

401a3ii Concrete Class A3 (On Ground) CM 6,023 11,519.10 69,379,539 6,023

401a3iii Concrete Class A3 (Elevated) CM 13,765 11,932.26 164,247,559 13,765

401 f Lean Concrete CM 2,153 5,832.17 12,556,662 2,153

404 b Reinforcement as per AASHTO M-31 Grade 60 TON 2,092 115,560.17 241,751,876 2,092

Premoulded Joint Filler (12 mm thick) With

406a SM 58 3,030.21 175,752 58
Bitumastic Joint Seal

406dii PVC Waterstop 8" Size LM 23,166 716.51 16,598,671 23,166

509d Grouted Riprap Class A CM 594 5,217.22 3,099,029 594

TOTAL FOR BILL NO.4.7 CARRIED TO SUMMARY 598,194,392

BILL NO. 5 : DRAINAGE AND EROSION WORKS

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

401a1ii Concrete Class A1, (on Ground) C.M 61,935 10,892.71 674,639,994

401b Concrete Class B for Toe walls & Drains. C.M 2,500 7,648.50 19,121,250

404 b Reinforcement as per AASHTO M-31 Grade 60 TON 3,682 115,560.17 425,492,546

RCC Pipe Culvert AASHTO M 170 Class II dia

501h M 55,000 29,681.30 1,632,471,500
1220mm

RCC Pipe Culvert AASHTO M 170 Class II dia

501f M 550 17,947.76 9,871,268
910mm

Concrete Class B in bedding and Encasement of

502b C.M 45,746 7,532.34 344,574,426
Concrete Pipe Culvert

509d Grouted Rip Rap, Class "A" C.M 31,720 5,217.22 165,490,218

510 Dismantling of Structure and Obstruction C.M 5,500 1,633.37 8,983,535

511b2 Grouted Stone Pitching 20-25 cm Thick SM 1,246,480 2,277.97 2,839,444,046

507a Steel Wire Mesh for Gabions Kg 22,301 170.10 3,793,400

507b Rock Fill in Gabions CM 2,134 1,330.09 2,838,412

404h Reinforcement (Structural Shapes) As Per ASTM-A-3 Kg. 139 143.42 19,935

TOTAL FOR BILL NO.5 CARRIED TO SUMMARY 6,126,740,529

BILL NO. 6 : ANCILLARY WORKS

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

RCC New Jersy Barrier (In-Situ) for Median Double

601ai M 312,120 10,711.45 3,343,257,774
Face (Incl. Reinforcement)

RCC New Jersy Barrier (In-Situ) Single Face (Incl.

601ai M 172,176 7,498.02 1,290,978,231
Reinforcement)

601dii Pre-cast Concrete Edge Kerb /Dyke M 688,380 1,091.19 751,153,372

604a Metal Guard Rail M 254,796 4,206.37 1,071,766,251

604b Guard Rail End Pieces Each 1,020 5,529.58 5,640,172

604d Steel Post for Guard Rail Each 134,104 5,043.63 676,370,958

607a Traffic Road Signs, Triangular Category -1 Each 800 15,605.04 12,484,032

607b Traffic Road Signs, Circular, Category - 2 Each 800 18,971.47 15,177,176
75.00

607e Traffic Road Signs Rectangular Category - 3(c ) S.M 500 24,774.94 12,387,470

607f Additional Panel size 60cm x 30cm Each 200 4,116.49 823,298

607g Additional Panel size 90cm x 30cm Each 200 5,881.34 1,176,268
Pavement Marking in Reflective TP Paint for line of
608 h2 M 1,839,465 167.40 307,926,441
15cm width
Pavement Marking in Reflective TP Paint for 4m
608 j2 Each 51 2,008.98 102,458
Arrows
Reflectorised Plastic Pavement Studs (Raised
609ci Each 131,305 278.01 36,504,103
Profile Type - Single)

Galvanized Wire Mesh Fence 1500 Mm High Incl.

611a Prestressed & RCC Posts Complete In All Respects M 624,240 1,797.79 1,122,252,430
As Per M-2 Standard

SP- Delineators/Angle Reflector Each 105,122 450.00 47,304,900

SP- Gantry Sign Type-I as shown on drawing Each 32 1,870,696.86 59,862,300

SP- Gantry Sign Type-II as shown on drawing Each 32 655,691.06 20,982,114 450,000,000.00

TOTAL FOR BILL NO. 6 CARRIED TO SUMMARY 8,776,149,746

Bill No. 6a: Ancillary Works (Toll Plaza)

Item Total Rate Amount

Item Description Unit
No. Quantity (Rs) (Rs)

- 04-Lane 02 Nos.Toll Plazas at one interchange includ PS 15 2,400,000,000.00

160,000,000

- 12-Lane Each side,Toll Plazas at start and end locati PS 2 1,000,000,000.00

- Weigh Station Building, Equipment complete in all Re PS 32 640,000,000.00

1,920,000 20,000,000

Total 4,040,000,000.00
-31.00
Note:
Toll plaza and its allied works are incorporated on provisional sum basis. Contractor shall visit the respective sites and prepare adequate shop
drawings of all activities involved in the execution of the toll plaza along with appropriate Bill of Quantities and rates, complete in all respect as
stated above and submit to the Engineer for approval. No activity will be commenced prior to the approval of the Engineer.
600.00

BILL NO. 7 : GENERAL ITEMS

Item No. Description Unit Quantity Rate (Rs) Amount (Rs)

SP-701a Provide Surveying & allied instruments PS - - 10,000,000

Maintain Survey Instruments, provide vehicle ,

SP-701b Month 36 300,000 10,800,000
Survey team & Helpers.
Provide the Employer's and Engineer's
SP-702a Representative's Office & Residence (on Rental PS - - 6,000,000
Basis)

Furnish and Equip. Employer's & Engineer's

SP-702b PS - - 12,000,000
Representative office & Residence.

Maintain Employer's and Engineer's Representative

SP-702c Month 38 250,000 9,500,000
office and Residence.

Provide Material Testing Project Laboratory (1 Nos

SP-703a PS - - 6,000,000
Main & 1 No Site on Rental Basis)

SP-703b Equip & Furnish Material Testing Project Laboratory. PS - - 15,000,000

Maintain Material Testing Project Laboratory 2 Nos)

SP-703c Month 36 150,000 5,400,000
including 6 No Helpers. 1296.00
Provide Employer's Representative's Transport
SP-708a PS - - 7,000,000
(1 Nos)
SP-708 b Provide Engineer's Representative Transport.
(i) Toyota Double Cabin with A/C Each 3 7,000,000 21,000,000

(ii) Toyota Single Cabin with A/C Each 6 5,000,000 30,000,000

Running & Maintenance of Employer's & Vehicle

SP-708c 360 90,000 32,400,000
Engineer's Representative's Transport Month
Employing Trainee Engineer's with Boarding, Man
SP-715 1,620 60,000 97,200,000
Lodging and messing Month

TOTAL FOR BILL NO. 7 CARRIED TO SUMMARY 262,300,000

BILL No. 8a Electrical Works (Road Lighting Network based on LED Road Lighting Fixtures)

Item No. Description Unit Quantity Rate (Rs) Amount (Rs)

Design Supply, transportation to site, storage,

installation, testing and commissioning of the
following items of work, including all material, labour,
tools and accessories etc. required for proper
completion of each item as per specification,
drawings and/or as directed by the Engineer.

12 m high single bent arm conical octagonal

galvanized steel pole with extension arm luminaire
801(a) Each 13,456 94,063 1,265,711,728
arrangement, base plate, J-rag bolts, pole
numbering and earthing etc. as shown on drawing.
10 m single arm conical octagonal galvanized steel
pole with extension arm luminaire arrangement,
801(b) Each 1,014 81,563 82,704,882
base plate, J-rag bolts, pole numbering and
earthing etc. as shown on drawing.
801(c) Road Lighting Pole Foundation Each 14,470 17,704 256,176,880
Road Lights

Road Lighting LED Luminaries 180W make Philips, GE

or equivalent suitable for M-2 & M-3 roads of wattage
suitable for the project requirements, fully IP 66 with
corrosion resistant die cast aluminum housing, silicon gas
kit, thermally hardened glass complete with LED drivers,
surge protection and all accessories/ components
802(a)
required for the proper operation of the system. The
No. 10,180 85,000 865,300,000
luminaries shall be fully flexible for future upgrades and
easy replacements for maintenance purposes. Contractor
to submit lighting design calculation to determine the
adequacy of the wattage and should adjust the number of
LEDs/wattage as per project lighting requirements.

Road Lighting LED Luminaries 120W make Philips, GE

or equivalent suitable for M-2 & M-3 roads of wattage
suitable for the project requirements, fully IP 66 with
corrosion resistant die cast aluminum housing, silicon gas
kit, thermally hardened glass complete with LED drivers,
surge protection and all accessories/ components
802(b)
required for the proper operation of the system. The
No. 4,290 72,000 308,880,000
luminaries shall be fully flexible for future upgrades and
easy replacements for maintenance purposes. Contractor
to submit lighting design calculation to determine the
adequacy of the wattage and should adjust the number of
LEDs/wattage as per project lighting requirements.

Conduits / Pipes
803(a) PVC pipe/conduit Class-D 100 mm dia with accessories s Rm 10,000 1,689 16,890,000

803(b) PVC pipe conduit Class-B 100 mm dia with accessorie Rm 478,500 1,001 478,978,500

BILL No. 8a Electrical Works (Road Lighting Network based on LED Road Lighting Fixtures)

Item No. Description Unit Quantity Rate (Rs) Amount (Rs)

Low Voltage Power Cables

4 Core 16mm2 Cu. PVC/PVC 600/1000 Voltage grade
Unarmored Cable (Imported copper shall be used.
804(a)
Verified documentary evidence for source of copper &
Rm 553,250 1,513 837,067,250
PVC shall be furnished prior to manufacturing)
1 Core 16mm2 Cu. PVC 450/750 Voltage grade
Unarmored Cable (Imported copper shall be used.
804 (b)
Verified documentary evidence for source of copper &
Rm 553,250 389 215,214,250
PVC shall be furnished prior to manufacturing)
4 Core 35mm2 Cu. PVC/PVC 600/1000 Voltage grade
Unarmored Cable (Tranformer to LCP) (Imported copper
804 (c) shall be used. Verified documentary evidence for source Rm 12,300 2,930 36,039,000
of copper & PVC shall be furnished prior to
manufacturing)

3 Nos. 1 core 2.5 mm2 Cu. PVC 450/750 Voltage grade

copper cable (stranded conductor) (Imported copper shall
804(d) be used. Verified documentary evidence for source of
copper & PVC shall be furnished prior to manufacturing)
from junction box to the fitting through the hollow of pole.

i For 12m Pole No. 13,456 3,120 41,982,720

ii For 10m Pole No. 1,014 2,496 2,530,944

805.00 Road lighting control panel with angle iron frame cladded Job 480 203,375 97,620,000

Single core 25 mm2

806(a) Rm 9,600 634 6,086,400
CU/PVC insulated armoured earth cable including all fi

Earth point comprising of 10 ft. 5/8" dia. (16 mm dia)

copper coated M.S. rods driven in ground near each
806(b)
lighting control panel. The earthing rods shall be
Each 960 7,000 6,720,000
completed with fixing clamps etc.
Supply of 25 kVA, 11/0.415 kV pole mounted
transformer, and all accessories, Installation and
s per WAPDA
Connection Charges with energy meter as per WAPDA
Job 480 354,950 170,376,000
standards and practice.
Total of Bill No 8a 4,688,278,554
Note:
- The cost of materials are inclusive of General Sales Tax (G.S.T)
- The cost of security deposit and obtaining of 11 kV electrical connection with installation material from WAPDA shall be
- The above referred cost is for estimation purposes only and are based on budgetary quotations from the different
manufacturers/suppliers. The final cost for the referred items shall be decided/finalized by the Client as per method of
procurement i.e. open tendering, limited quotations from prequalified manufacturers/suppliers or any other.

BILL No. 8b Electrical Works (Toll Plaza Canopy )

Item No. Description Unit Quantity Rate (Rs) Amount (Rs)

Design Supply, transportation to site, storage, installation,
testing and commissioning of the following items of work,
including all material, labour, tools and accessories etc.
required for proper completion of each item as per
specification, drawings and/or as directed by the
Engineer.
LOW VOLTAGE ELECTRICAL POWER CABLES &
1.1
WIRING DEVICES

Circuit wiring from DB MCBs to first light point to another

light point with 4 core 6 Sq.mm Cu/Pvc/Pvc 600/1000V
with single core 6 sq.mm Cu/Pvc 450/750V in 40mm
(a)
PVC pipe/conduit concealed/surface in walls, columns
Each 152 28,850 4,385,200
and slabs along with PVC/MS Junction box with clamping
arrangements as required complete in all respects.

Jucntion Box with terminal block to light point with 3x2.5

Sq.mm Cu/Pvc 450/750V single core in 25mm
(b) PVC/flexible pipe pipe/conduit concealed/surface in Each 760 1,067 810,920
walls/slab with clamping arrangements as required
complete in all respects

Supply, installation, testing, commissioning and

termination of following sizes of PVC insulated 600/1000
Voltage grade unarmoured Copper cables laid direct in
ground, pulled in PVC pipe already laid, on surface of
2.1 wall or cable trays etc including all accessories as
required complete in all respects (Imported copper
shall be used. Verified documentary evidence for
source of copper & PVC shall be furnished prior to
manufacturing)

a) 4 core 10 mm2 RM. 4,800 1,110 5,328,000

Supply, installation, testing, commissioning and

termination of following sizes of PVC insulated single
core 450/750 Voltage grade unarmoured Copper cables
as circuit protective conductor/ earth continuity conductor
(CPC/ECC) laid direct in ground, pulled in PVC pipe
2.2
already laid, on surface of wall or cable trays etc
including all accessories as required complete in all
respects (Imported copper shall be used. Verified
documentary evidence for source of copper & PVC
shall be furnished prior to manufacturing)

a) 1 core 10 mm2 RM. 4,800 276 1,324,800

3.00 EARTHING SYSTEM

3.10 Providing and fixing of copper deposited steel rod earth p Each 68 8,951 608,668

4.0 PVC CONDUITS

Supply and installation of following size of PVC/UPC

4.10 conduit including accessories such as junction box, bend,
socket etc. complete in all respects as required.

a) 50mm dia UPVC Conduit (Class D) for road crossing RM. 3,800 664 2,523,200
b) 100mm dia UPVC Conduit (Class D) RM. 5,500 2,041 11,225,500

BILL No. 8b Electrical Works (Toll Plaza Canopy )

Item No. Description Unit Quantity Rate (Rs) Amount (Rs)

5.00 LV DISTRIBUTION BOARD

Supply, Installation, testing and commissioning of

following LV Distribution Boards with 16 SWG sheet
steel housing with approved colour and having specified
circuit breakers, CTs, PTs, selector switches, push
buttons, LED indication lights, as shown on drawings
and mentioned below (Refer Single Line Diagram)
cubicle with electrolytic copper bus bar with electrical
grade PVC mountings 3 for each, nuts, bolts and
washers, control MCB etc. with all allied accessories
complete in all respects as required.
Each 30 127,969 3,839,070
- 01 No. Incoming 32 Amp (Adj.) MCCB, TP, RC= 16kA
- 02 Nos. Outgoing 16 Amp (Adj.) MCCB, TP, RC=16 kA
- 01 No. Outgoing 16 Amp (Adj.) MCCB, TP, RC =16 kA (Sp
- 02 No. Outgoing 10/20 Amp (spare) MCB, SP, RC=10 kA
- 03 Nos. outgoing 20 Amp (AC-3) magnetic Contactor
- 06 Nos. Push button (ON/OFF)
Indication lights, ammeter with selector switch, voltmeter
- with selector switch, Panel box SWG 16 powder coated
RAL colour 7032, IP class 44/54 and with all accessories.

6.00 LV DISTRIBUTION BOARD

LV Distribution Boards with 16 SWG sheet steel housing w

- 01 No. Incoming 32 Amp (Adj.) MCCB, TP, RC= 16kA Each 4 221,689 886,756
- 8 Nos. Outgoing 16 Amp (Adj.) MCCB, TP, RC=16 kA
- 01 No. Outgoing 16 Amp (Adj.) MCCB, TP, RC =16 kA (Sp
- 02 No. Outgoing 10/20 Amp (spare) MCB, SP, RC=10 kA
- 03 Nos. outgoing 20 Amp (AC-3) magnetic Contactor
- 06 Nos. Push button (ON/OFF)

Indication lights, ammeter with selector switch, voltmeter

- with selector switch, Panel box SWG 16 powder coated
RAL colour 7032, IP class 44/54 and with all accessories.

7.00 LIGHTING FIXTURES

LED BBP 500 Phillips Type 100 Watt for canopy light, in
all respect with all allied accessories or approved Each 760 50,000 38,000,000
equivalent. The fitting shall be approved by the Engineer.

Total of Bill No 8b 68,932,114

-
-
 Construction of Hyderabad – Sukkur (306 Km), 6-Lane Divided, fenced Motorway

ENGINEER'S ESTIMATE
SUMMARY
Bill No. Description Amount (Rs.)

1.0 EARTH WORK AND ALLIED ACTIVITIES 38,723,071,302

2.0 SUB BASE & BASE 41,705,102,011

3.0 SURFACE COURSES AND PAVEMENT 11,789,754,375

4.1 STRUCTURES (Rigid Pavement ) 2,038,590,884

4.2 STRUCTURES (Flyover Bridges ) 422,675,548

4.3 STRUCTURES (River Indus Bridge ) 6,169,074,566

4.4 STRUCTURES (Canal Bridges / Overpass) 16,630,579,438

4.4 STRUCTURES (Subways) 6,704,443,629

4.4 STRUCTURES (Cattle Creep) 1,445,704,775

4.5 STRUCTURES (Box Culverts) 598,194,392

5.0 DRAINAGE AND EROSION WORKS 6,126,740,529

6.0 ANCILLARY WORKS 8,776,149,746

6a ANCILLARY WORKS (Toll Plaza) 4,040,000,000

7.0 GENERAL ITEMS 262,300,000

8.0 ELECTRICAL WORKS 4,757,210,668

Service Area (5 x 2 Nos) NHA Complex Building ,

- 4,000,000,000
Emergency Response Centers

- Rest Area (6 x 2 = 12 Nos) 600,000,000

- Landscaping and Horticulture work @ 0.5% 751,747,000

- Intelligent transport System ITS (P.S) 6,000,000,000

- NH & MP Buildings 500,000,000

Total Cost = 162,041,338,863

A.2 ALLIED COSTS

- Detailed Design & Supervision charges 2,252,801,902.51 1.390% 2,252,801,902.51

- Environmental charges 100,000,000.00

- Consultancy for Independent Engineer & Joint Auditor 1,620,413,388.00 1,620,413,388.63

Provision for escalation @ 6.5% for 2nd year and 13% for
- 12,639,224,431.00 162,041,338,863.00 4,213,074,810.44 8,426,149,620.88
3rd year on A
Physical contingency (Quantity variation) @ 2% of
- 3,240,826,777.00 3,240,826,777.26 12,639,224,431.31
Construction cost (A)
- NH & MP Logistics (Vehicles & equipment) 500,000,000.00 3,240,826,777.26

SUB-TOTAL: 20,353,266,499
A.3 FINANCING COSTS

SPV Upfront Cost 125,436,850.00

SPV Management Cost 55,250,300.00

Interest During Construction (IDC) 8,204,942,096.00

Upfront fee 321,029,804.00

Commitment Fee 69,810,003.00

SUB-TOTAL: 8,776,469,053
CONCESSIONAIRE PROJECT COST (A.1 + A.2 + A.3): 191,171,074,415
B. GOVERNMENT COSTS

Viability Gap Funding (VGF) 75,592,710,860.00 43,000,000,000.00

NHA Establishment Charges 300,000,000.00 300,000,000.00

GOP COST: 75,892,710,860 43,300,000,000

TOTAL PC-1 COST:
8,660,000,000.00 8660.00
Construction Cost 162,041,338,863.00
17,320,000,000.00 17320.00
Allied Cost 20,353,266,498.51
17,320,000,000.00 17320.00
Financing Cost 8,776,469,053.00
43,300,000,000.00 43300.00
Sub-Total

NHA Establishment Charges 300,000,000.00

191,471,074,414.51 0.0015

Proposed Allocation Total Proposed

Fiscal Year Proposed Allocation (Government Part) (in Millions) (Concessionaire Part) Allocation
(in Millions) (in millions)

FY 2021-2022 8660.00 29634.21 38294.21

0.20 0.20 29634.21
FY 2022-2023 17320.00 59268.43 76588.43
0.40 0.40 59268.43
FY 2023-2024 17320.00 59268.43 76588.43
0.40
Total 43300 148171.074 191471.07 191,471.07 148,171.07

191,471.07
148,171.07
29,634.21
59,268.43
59,268.43
148,171.07
 Construction of Hyderabad – Sukkur (306 Km), 6-Lane Divided, fenced Motorway

ENGINEER'S ESTIMATE
SUMMARY
Bill No. Description Amount (Rs.)

1.0 EARTH WORK AND ALLIED ACTIVITIES 38,723,071,302

2.0 SUB BASE & BASE 41,705,102,011

3.0 SURFACE COURSES AND PAVEMENT 11,789,754,375

4.1 STRUCTURES (Rigid Pavement ) 2,038,590,884

4.2 STRUCTURES (Flyover Bridges ) 422,675,548

4.3 STRUCTURES (River Indus Bridge ) 6,169,074,566

4.4 STRUCTURES (Canal Bridges / Overpass) 16,630,579,438

4.4 STRUCTURES (Subways) 6,704,443,629

4.4 STRUCTURES (Cattle Creep) 1,445,704,775

4.5 STRUCTURES (Box Culverts) 598,194,392

5.0 DRAINAGE AND EROSION WORKS 6,126,740,529

6.0 ANCILLARY WORKS 8,776,149,746

6a ANCILLARY WORKS (Toll Plaza) 4,040,000,000

7.0 GENERAL ITEMS 262,300,000

8.0 ELECTRICAL WORKS 4,757,210,668

Service Area (5 x 2 Nos) NHA Complex Building ,

- 4,000,000,000
Emergency Response Centers

- Rest Area (6 x 2 = 12 Nos) 600,000,000

- Landscaping and Horticulture work @ 0.5% 751,747,000

- Intelligent transport System ITS (P.S) 6,000,000,000

- NH & MP Buildings 500,000,000

Total Cost = 162,041,338,863

A.2 ALLIED COSTS

- Detailed Design & Supervision charges 2,252,801,902.51 1.390% 2,252,801,902.51

- Environmental charges 100,000,000.00

- Consultancy for Independent Engineer & Joint Auditor 1,620,413,388.00 1,620,413,388.63

Provision for escalation @ 6.5% for 2nd year and 13% for
- 12,639,224,431.00 162,041,338,863.00 4,213,074,810.44 8,426,149,620.88
3rd year on A
Physical contingency (Quantity variation) @ 2% of
- 3,240,826,777.00 3,240,826,777.26 12,639,224,431.31
Construction cost (A)
- NH & MP Logistics (Vehicles & equipment) 500,000,000.00 3,240,826,777.26

SUB-TOTAL: 20,353,266,499
A.3 FINANCING COSTS

SPV Upfront Cost 125,436,850.00

SPV Management Cost 55,250,300.00

Interest During Construction (IDC) 8,204,942,096.00

Upfront fee 321,029,804.00

Commitment Fee 69,810,003.00

SUB-TOTAL: 8,776,469,053
CONCESSIONAIRE PROJECT COST (A.1 + A.2 + A.3): 191,171,074,415
B. GOVERNMENT COSTS

Viability Gap Funding (VGF) 75,592,710,860.00

NHA Establishment Charges 300,000,000.00

GOP COST: 75,892,710,860

TOTAL PC-1 COST:

Construction Cost 162,041,338,863.00

Allied Cost 20,353,266,498.51

Financing Cost 8,776,469,053.00

Sub-Total

NHA Establishment Charges 300,000,000.00

191,471,074,414.51 0.0015

287,206,611.62

191,758,281,026.13
Proposed Allocation Total Proposed
Fiscal Year Proposed Allocation (Government Part) (in Millions) (Concessionaire Part) Allocation
(in Millions) (in millions)

FY 2021-2022 15178.54 23115.67 38294.21

0.20 23115.67
FY 2022-2023 30357.08 46231.35 76588.43
0.40 46231.35
FY 2023-2024 30357.08 46231.35 76588.43

Total 75892.70 115578.37 191471.07 191,471.07 115,578.37