SI ITEM OF WORK QUNTITY UNIT RATE Per AMOUNT
BILL OF QUANTITY
SI ITEM OF WORK QUNTITY UNIT RATE Per AMOUNT
1 Eathwork in excavation for structure as per drawing and technical specification Clauses 305.1including setting out construction of shorting and bacing bremoval of stums and other 18.77 cum 125.00 cum 2346.38
1 Providing and laing cement concrete 1:3:6 (1 Cement, 3fine sand, 6 graged brick ballast 40mm. Nominal size) in open complete as per drawing and technical specification Clauses 802,803,1202&1203 As SOR SI No. 280 1.09 cum 8200.00 cum 8917.50
3 Providing and laying pipe matrial with M-150 O.B.B.40mm gauge (nominal size ) undeneath pitching in slopes complete as per drawings SOR Ch.-1Mat item No. 2(A) 1.55 cum 1350.00 cum 2086.56
4 Class M-150 brick work in (1:3 in cement and c/ sand ) in cement motar in foundation complete excluding Pointing and Plastering as per drawing and technical specifiations Clauses 600,1202 &Rate As Per SOR SI No.307 (A) 9.49 cum 6270.00 cum 59508.57
5 Providing and laying reinforced concrete NP3 900mm dia for culverts on first class bedding of granular matrial in single row including fixing collar with cement mortar 1:2 but excluding excvation , protection works, backflling , concrete and masonry works in head walls and parapets MORD Sr. No. 9.3 Clause 1106. 7.50 RM 4723.00 RM 35422.50
6 Pointing with cement mortar (1:3) brickwork as per drawing and technical specification Clauses 613.3 and 1204 as per SOR 12.10 sqm 77.00 sqm 931.94
Total Rs. 109213.44
SI ITEM OF WORK N0. LENGTH WIDTH H/D QUNTITY cum
1 Eathwork in excavation for structure as per drawing and technical specification Clauses 305.1including setting out construction of shorting and bacing bremoval of stums and other
(A) U/S & D/S head walls 1 × 2 2.50 1.45 1.50 10.88 cum
(B) Pipes 1 × 1 4.70 1.40 1.20 7.90 cum
Total 18.77 cum
2 Providing and laing cement concrete 1:3:6 (1 Cement, 3fine sand, 6 graged brick ballast 40mm. Nominal size) in open complete as per drawing and technical specification Clauses 802,803,1202&1203 As SOR SI No. 280
(A) U/S & D/S head walls 1 × 2 2.50 1.45 0.15 1.09 cum
Total 1.09 cum
3 Providing and laying pipe matrial with M-150 O.B.B.40mm gauge (nominal size ) undeneath pitching in slopes complete as per drawings SOR Ch.-1Mat item No. 2(A)
Below Pipe 1 × 1 4.70 1.40 0.50 3.29 cum
Deducation for Pipes 1 × 1 4.90 0.356 -1.74 cum
Total 1.55 cum
4 Class M-150 brick work in (1:3 in cement and c/ sand ) in cement motar in foundation complete excluding Pointing and Plastering as per drawing and technical specifiations Clauses 600,1202 &Rate As Per SOR SI No.307 (A)
(A) U/S & D/S head walls 1 × 2 2.50 (1.25+.46)/2 2.00 8.55 cum
(B) U/S & D/S Kerbs of head walls 1 × 2 2.50 0.46 0.12 0.28 cum
(C) U/S & D/S parapets 1 × 2 2.50 0.35 0.38 0.67 cum
Total 9.49 cum
5 Providing and laying reinforced concrete NP3 900mm dia for culverts on first class bedding of granular matrial in single row including fixing collar with cement mortar 1:2 but excluding excvation , protection works, backflling , concrete and masonry works in head walls and parapets MORD Sr. No. 9.3 Clause 1106.
1 × 3 2.50 7.50 RM
Total 7.50 RM
6 Pointing with cement mortar (1:3) brickwork as per drawing and technical specification Clauses 613.3 and 1204 as per SOR
(A)Top and the Parapet 1 × 2 2.50 0.35 1.75 sqm
(B) inner Faces of Parapet 1 × 2 2.50 (.38+.12)/2 1.25 sqm
(C) Outer Faces of Parapet 1 × 2 2.50 2.05 10.25 sqm
(D)Side of Parapet 1 × 4 0.35 0.38 0.53 sqm
1 × 4 0.46 0.12 0.22 sqm
Deducation for Pipes 1 × 2 3.14/4×1.10×1.10 (-) -1.90 cum
Total 12.10 sqm
