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Construction Material Analysis

This document contains 3 rate analyses for secured advances for a flyover project, summarizing input rates, tender discounts, amounts to be paid, and total project cost of approximately 155.27 million rupees. It also includes details of girder steel, pile steel, and crush requirements including quantities and sizes. The analyses cover material costs for bajri, steel, and prestressing cables between January and June 2022.

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naveed ahmed
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80 views4 pages

Construction Material Analysis

This document contains 3 rate analyses for secured advances for a flyover project, summarizing input rates, tender discounts, amounts to be paid, and total project cost of approximately 155.27 million rupees. It also includes details of girder steel, pile steel, and crush requirements including quantities and sizes. The analyses cover material costs for bajri, steel, and prestressing cables between January and June 2022.

Uploaded by

naveed ahmed
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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RATE ANALYSIS FOR 2ND SECURED ADVACE

FLYOVER NADIRABAD PHATAK


Bajri For RCC-PCC (Material 06.3011)
INPUT RATE 01-01-2022 TO 30-06-2022 4200
TOTAL = 4200
Add Carriage 273 Kms = 7760.25
G.TOTAL = 11960.25
D/D TENDER CUSION. 4.9999% Below 598.00
Balance = 11362.25
But Taken 70% = 7953.575
Say = 7954.00
% Cft
Total Qty 538901 Cft
Already Paid 95000 Cft
To Be Paid 443901 Cft

Amount Rs 35,307,886.00
RATE ANALYSIS FOR SECURED ADVACE
FLYOVER NADIRABAD PHATAK
Steel 60 Grade (Material 06.014)
INPUT RATE 01-01-2022 TO 30-06-2022 193320
TOTAL = 193320
D/D TENDER CUSION. 4.9999% Below 9665.81
Balance = 183654.00

But Taken 70% = 128557.8


Say = 128.56
P.Kg
Pile Steel 493000 Kg
RCC Prestressed Beams Steel 562000 Kg
Total 1055000 Kg
Already Paid 283600 Kg
To Be Paid 771400 Kg
Amount Rs 99,171,184.00
RATE ANALYSIS FOR SECURED ADVACE
FLYOVER NADIRABAD PHATAK
H/T Wire Prestressing Cable (Material 06.025)
INPUT RATE 01-01-2022 TO 30-06-2022
TOTAL = 300320
D/D TENDER CUSION. 4.9999% Below 15015.70
Balance = 285304.00

But Taken 70% = 199712.8


Say = 199.71
P.Kg
Qty 104100 Kg
Amount Rs 20,789,811.00
Total Amount Rs 155,268,881.00
Total Amount Rs. (Million) 155.27

1/4
GIRDER STEEL DETAIL
NOS OF 1 GIRDER
S.N NOS OF TOTAL TOTAL
DESCRIPTION DRG NO. GIDER EACH WEIGHT DIA 3 # DIA 4 # DIA 5 # DIA 6 # DIA 8 # DIA 10 # REMARKS
O SPAN NOS WEIGHT
SPAN (TON)
GIRDER STEEL SPAN F01-NBP-
1 10 1 10 3.02 30.2 12.4 17.2 2 BRIDGE # 01
120' 17&18
GIRDER STEEL SPAN F01-NBP-13 ,
2 10 11 110 1.33 146.3 67.44 78.76 BRIDGE # 01
75' 14 , 15 & 16
GIRDER DOWEL
3 F01-NBP-13 4 23 92 0.68 15.72 2.13 13.59 BRIDGE # 01
STEEL SPAN 74.75'
GIRDER DOWEL
4 F01-NBP-14 5 1 5 0.82 0.82 0.12 0.7 BRIDGE # 01
STEEL SPAN 74.75'
GIRDER DOWEL
5 F01-NBP-15 6 1 6 1.025 1.025 0.14 0.88 BRIDGE # 01
STEEL SPAN 74.75'
GIRDER DOWEL
6 F01-NBP-16 7 1 7 1.224 1.224 0.17 1.05 BRIDGE # 01
STEEL SPAN 74.75'
7 BOX GIRDER STEEL F01-NBP-19 1 1 1 125.674 125.674 4.94 13.57 41.68 2.57 13 49.85 BRIDGE # 01
GIRDER DOWEL
8 F02-IMEG-10 4 11 44 0.83 9.13 1.53 7.64 BRIDGE # 02
STEEL 74.75'
9 GIRDER STEEL 75' F02-IMEG-10 4 11 44 1.33 58.52 26.98 31.5 BRIDGE # 02
10 GIRDER STEEL 120' F02-IMEG-11 4 1 4 3.02 12.08 4.95 6.41 0.81 BRIDGE # 02
BOX GIRDER SPAN
11 F02-IMEG-12 1 1 1 81.81 81.81 2.65 7.05 24.94 0.79 7.43 38.67 BRIDGE # 02
32 TO 33
BOX GIRDER SPAN
12 F02-IMEG-13 1 1 1 79.40 79.4 3.12 8.07 28.66 1.1 11.77 26.31 BRIDGE # 02
35 TO 37
TOTAL NOS 325 WEIGHT 562 127 163 95 31 32 115
PILE STEEL DETAIL
1 PILE
S.N TOTAL TOTAL
DESCRIPTION DRG NO. WEIGHT DIA 3 # DIA 4 # DIA 5 # DIA 6 # DIA 8 # DIA 10 # REMARKS
O NOS WEIGHT
(TON)
1 4' DIA PILE F01-NBP-11 4 2.954 11.82 2.34 1.89 2.91 4.68 BRIDGE#01

2 3' DIA PILE F01-NBP-04 88 2.284 200.99 19.87 10.16 33.56 137.41 BRIDGE#01

3 3.5' DIA PILE F01-NBP-05 4 4.598 18.39 1.49 0.55 2.18 14.05 BRIDGE#01

4 3' DIA PILE F01-NBP-06 16 2.811 44.98 4.38 1.85 6.58 32.17 BRIDGE#01

5 3.5' DIA PILE F01-NBP-07 4 4.002 16.01 1.44 0.55 1.84 12.18 BRIDGE#01

6 4' DIA PILE F01-NBP-08 8 5.668 45.34 9.1 10.01 26.23 BRIDGE#01

7 3.5' DIA PILE F01-NBP-09 8 3.817 30.54 3.09 1.11 3.86 22.49 BRIDGE#01

8 4' DIA PILE F01-NBP-34 1 5.481 5.48 1.09 1.25 3.14 BRIDGE#01

9 3.5' DIA PILE F01-NBP-34 1 3.683 3.68 0.39 0.11 0.48 2.71 BRIDGE#01

10 3' DIA PILE F01-NBP-34 2 2.172 4.34 0.45 0.18 0.76 2.95 BRIDGE#01

11 4' DIA PILE F02-NBP-08 4 2.877 11.51 2.23 1.68 7.59 BRIDGE#02
F02-NBP-
12 3.5' DIA PILE 12 3.639 43.67 4.26 1.66 5.98 31.75
P31,34 & 35
F02-NBP-05 &
13 3' DIA PILE 44 2.284 100.50 9.93 5.08 16.78 68.7
06
F02-NBP-32 &
14 4' DIA PILE 8 5.228 41.82 8.32 8.37 25.14
33
15 4' DIA PILE F02-NBP-23 1 5.091 5.09 1.04 1.05 3.01

205 WEIGHT 584.16 45.30 45.37 0.00 75.59 46.08 371.71


CRUSH DETAIL

S.N BOQ 2 QTY DRY 1.54


DESCRIPTION UNIT QTY ∏D /4 CRUSH REMARKS
O ITEM (CFT) (CFT)

1 1:1.5:3 (3' DIA) 2i RFT 15160 7.07 107181 165059 3 / 5.5 = 0.55 , 90782

2 1:1.5:3 (3.5' DIA) 2ii RFT 3545 9.62 34103 52518.47 3 / 5.5 = 0.55 , 28885

3 1:1.5:3 (4' DIA) 2iii RFT 1065 12.57 13387 20616.06 3 / 5.5 = 0.55 , 11339

4 1:1.25:2.5 (4' dia) 3 RFT 1960 12.57 24637 37941.29 2.5 / 4.75 = 0.53 , 20109

5 1:1.5:3 6,7 CFT 81674 81674 125778 3 / 5.5 = 0.55 , 69178

6 1:3:6 8 CFT 13573 13573 20902.42 6 / 10 = 0.6 , 12541

11,12,2
7 1:1:2 CFT 78131 78131 120321.7 2 / 4 = 0.5 , 60161
1

8 1:1.25:2.5 16,17 CFT 301282 301282 463974.3 2.5 / 4.7 = 0.53 , 245906

538901

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