Bill of Quantities
Item Description Unit Total BoQ Total Change %tage of %tage Rate (TShs) Total BoQ Amount Total Revised Amount Difference in BoQ %tage of
Quantity Revised in Qty BoQ Qty change in (TShs) (TShs) Amount (TShs) Contract
Quantity Qty Amount
21.01 Excavation for open drains:
(a) Excavating soft material situated within the following depth
ranges below the surface level:
(i) 0.5 m up to 1.5 m m3 23,560 9,006 14,554 38.23% -61.77% 17,855.00 420,663,800.00 160,804,306.70 (259,859,493.30) -0.68%
(ii) Exceeding 1.5 m and up to 3.0 m m3 7,068 3,295 3,773 46.62% -53.38% 25,335.00 179,067,780.00 83,480,091.75 (95,587,688.25) -0.25%
22.01 Excavation:
(a) Excavating soft material situated within the following depth
ranges below the surface level:
(ii) Exceeding 1.5 m and up to 3.0 m m3 6,801 167 6,634 2.46% -97.54% 18,396.00 125,111,196.00 3,076,553.94 (122,034,642.06) -0.32%
22.02 Backfilling:
(b) Using imported selected material m3 10,791 1,146 9,645 10.62% -89.38% 44,963.00 485,195,733.00 51,531,643.76 (433,664,089.24) -1.13%
22.07 Cast in situ concrete and form work:
(a) In Class A bedding, screeds and the encasing for pipes,
including formwork, (concrete class 20/20 surround to pipe
culverts)
(ii) encasing for pipes, class 20 m3 813 - 0.00% -100.00% 438,563.00 356,551,719.00 - (356,551,719.00) -0.93%
(iii) Head, Wing walls & Apron class 25 m3 445 976 (531) 219.24% 119.24% 549,200.00 244,394,000.00 535,797,548.55 291,403,548.55 0.76%
(a) Cast in situ concrete chutes in class 20/20 concrete as shown m 297 689 (392) 232.05% 132.05% 498,368.00 148,015,296.00 343,465,258.24 195,449,962.24 0.51%
on Drawing
SS23.11 Cast insitu concrete slab class 25/20 for access to property m3 1,057 712 345 67.35% -32.65% 548,205.00 579,452,685.00 390,252,063.86 (189,200,621.14) -0.49%
23.12 Steel reinforcement for concrete slab:
(b) High tensile steel bars t 80 44 36 54.56% -45.44% 3,143,897.00 251,511,760.00 137,217,681.62 (114,294,078.38) -0.30%
36.01 Excavations:
(b) Rock excavation m3 3,398 106 3,292 3.13% -96.87% 30,277.00 102,881,246.00 3,215,916.97 (99,665,329.03) -0.26%
SS36.03 Side fill on embankment slopes using material excavated from m3 14,400 - 14,400 0.00% -100.00% 22,835.00 328,824,000.00 - (328,824,000.00) -0.86%
locations with expansive soils
37.04 Maintenance of existing gravel roads (on mobilization):
(a) Shaping existing gravel roads without scarification of the m2 280,800 230,555 50,245 82.11% -17.89% 1,987.00 557,949,600.00 458,112,049.81 (99,837,550.19) -0.26%
surface
45.03 Aggregate variations:
(a) 20mm nominal size aggregate m³ 1,440 - 1,440 0.00% -100.00% 118,995.00 171,352,800.00 - (171,352,800.00) -0.45%
(c) 10mm nominal size aggregate m³ 1,020 (153) 1,173 -15.02% -115.02% 118,995.00 121,374,900.00 (18,235,037.74) (139,609,937.74) -0.37%
SS54.01 Road Signs (Warning, regulatory and Information)
(d) Triangular Regulatory and warning: side length 1200 mm no 356 207 149 58.15% -41.85% 814,025.00 289,792,900.00 168,503,175.00 (121,289,725.00) -0.32%
Total SERIES 5000: Ancillary Roadwork’s carried to 4,362,139,415.00 2,317,221,252.47 (2,044,918,162.53)
Summary
North Pemba rural Roads Project 184
Bill of Quantities- Summary
SUMMARY OF BILL OF QUANTITIES
STATEMENT AT COMPLETION
UPGRADING OF NORTH PEMBA RURAL ROADS (35 KM) TO BITUMEN STANDARD: Contract Number: MCA-T/CB/COM/108/685
Item Description Amount (TShs.) Total Amount to Date Previous Certificate Amount This Application
(Tshs.) Amount (Tshs.) (Tshs.)
A B A-B
Bill A General 4,552,579,285.00 4,457,378,289.52 4,408,796,068.52 48,582,221.00
Bill B NPRR-01, Kipangani - Kangagani 2,688,775,804.00 2,082,381,900.00 2,065,521,064.00 16,860,836.00
Bill C NPRR-02, Chwale - Likoni 1,755,175,902.00 1,510,573,231.00 1,493,783,414.00 16,789,817.00
Bill D NPRR-03, Mazambarauni Takao-Pandani-Finya 6,971,713,232.00 6,323,423,790.00 6,263,920,331.00 59,503,459.00
Bill E NPRR-04, Mazambarauni Karim - Finya - Mapofu 7,769,881,825.00 6,703,236,946.00 6,649,571,493.00 53,665,453.00
Bill F NPRR-05, Bahanasa-Daya-Mtambwe 14,049,429,232.00 11,383,496,835.00 11,180,602,195.00 202,894,640.00
Bill G TOLERANCES, Testing and Quality Control (Provisional) 19,800,000.00 1,387,100.00 1,387,100.00 -
Bill H Dayworks (Provisional) 440,374,900.00 17,752,582.45 17,752,582.45 -
(A) Sub-total of Bills 38,247,730,180.00 32,479,630,674.00 32,081,334,248.00 398,296,426.00
(B) Variations/Claims
1 Variation order No. 1 - Provision of Additional Softwares to Engineer's Office 18,172,200.00 18,172,200.00 18,172,200.00 -
Variation order No. 2 - Double seal surface dressing on the shoulders in lieu of single seal
2 384,078,640.00 - - -
surface dressing
3 Variation order No. 3 - Revision of rate of cement used in stabilised layers 201,282,548.00 201,282,548.00 201,282,548.00 -
4 Variation order No. 4 - Revision of stone pitching rate 313,223,732.00 313,223,732.00 313,223,732.00 -
5 Variation order No. 5 - Construction of ramp along road No. 2 78,306,544.00 78,306,544.00 78,306,544.00 -
6 Variation order No. 6 - Construction of the Troxler Gauge House in RE Camp - 5,280,930.00 5,280,930.00 -
7 Variation order No. 7 - Provision of PVC service ducts - 153,393,427.00 153,393,427.00 -
8 Variation order No. 8 - Installation of MCC signboards (12 No.) 33,456,473.00 33,456,473.00 33,456,473.00 -
9 Contractor's claim No. 1 to DAB - Maintenance 88,116,177.96 1,849,500.00 1,849,500.00 -
10 Contractor's claim No. 2 to DAB - Increase in wages 163,021,761.69 30,850,079.00 30,850,079.00 -
11 Contractor's claim No. 3 to DAB - Extension of time 5,488,427,484.83 - - -
12 Contractor's claim on increase in labour costs (Second submission to RE) 78,068,169.00 22,337,244.00 22,337,244.00 -
13 Reimbursement of Levies on Fuel 61,800,080.00 - - -
14 Overtime Payments to RE Staff 48,282,148.00 - - -
Grand Total 45,203,966,138.48 33,337,783,351.00 32,939,486,925.00 398,296,426.00
Signature.............................. Signature..............................
Date.............................. Date..............................
Resident Engineer Contractor Representative
