Concrete Qty - Upto 15 Jan
Concrete Qty - Upto 15 Jan
Concrete Qty - Upto 15 Jan
M-15 16 M3
M-25 7.5 M3
M-35 144 M3
TOTAL 167.5 M3
F MARCH 2019 TRANSIT MIXTURE DETAILS
PNC ATEPL
THEORETICAL CUML.
PART OF STRUCTURE QTY[M3]
QTY. QTY[M3]
TM QTY[M3] TM QTY[M3]
TOTAL
M-15 = 443.50 M3
M-20 = 07.00 M3
M-25 = 28.50 M3
M-35 = 755.00 M3 54.00 M3 CAMP-1
M-45 = 1M3
TOTAL = 1235.00 M3
2019 TRANSIT MIXTURE DETAILS
PNC ATEPL
THEORATICAL CUML.
QTY[M3]
QTY. QTY[M3]
TM QTY[M3] TM QTY[M3]
2 2 1 2 NIL NIL
4 4 6 1 4 NIL NIL
24 24 30 4 24 NIL NIL 200+200
4 4 34 1 4 NIL NIL 195+900
12 12 46 2 12 NIL NIL 196+560
7 7 53 2 7 NIL NIL 200+920
14 14 67 3 14 NIL NIL 202+190
2.5 2.5 69.5 1 2.5 NIL NIL TOTAL
3 3 72.5 1 3 NIL NIL
4 4 76.5 1 4 NIL NIL
50 50 126.5 8 50 NIL NIL
2.5 2.5 129 1 2.5 NIL NIL
6 6 135 1 6 NIL NIL
18 18 153 3 18 NIL NIL
4 4 157 1 4 NIL NIL
2 2 159 1 2 NIL NIL
5 5 164 1 5 NIL NIL
18 18 182 3 18 NIL NIL
3 3 185 1 3 NIL NIL
4 4 189 1 4 NIL NIL
15 15 204 3 15 NIL NIL
34 34 238 6 34 NIL NIL
3 3 241 1 3 NIL NIL
9 9 250 2 9 NIL NIL
3.5 3.5 253.5 1 3.5 NIL NIL
9.5 9.5 263 2 9.5 NIL NIL
7 7 270 2 7 NIL NIL
5 5 275 1 5 NIL NIL
5 5 280 1 5 NIL NIL
0.5 0.5 280.5 0 0.5 NIL NIL
2.5 2.5 283 1 2.5 NIL NIL
6 6 289 1 6 NIL NIL
2 2 291 1 2 NIL NIL
3 3 294 1 3 NIL NIL
12 12 306 2 12 NIL NIL
5.5 5.5 311.5 1 5.5 NIL NIL
4 4 315.5 1 4 NIL NIL
4 4 319.5 1 4 NIL NIL
2 2 321.5 1 2 NIL NIL
2 2 323.5 1 2 NIL NIL
2 2 325.5 1 2 NIL NIL
8 8 333.5 2 8 NIL NIL
60 60 393.5 10 60 NIL NIL
6 6 399.5 1 6 NIL NIL
7.14 7 406.5 2 7 NIL NIL
2.5 2.5 409 1 2.5 NIL NIL
7 7 416 2 7 NIL NIL
5 5 421 1 5 NIL NIL
8.372 13.5 434.5 3 13.5 NIL NIL
6.241 10 444.5 2 10 NIL NIL
7 7 451.5 2 7 NIL NIL
3 3 454.5 1 3 NIL NIL
20 20 474.5 4 20 NIL NIL
4.5 4.5 479 1 4.5 NIL NIL
7 7 486 2 7 NIL NIL
4 4 490 1 4 NIL NIL
1 1 491 1 1 NIL NIL
3 3 494 1 3 NIL NIL
10 10 504 2 10 NIL NIL
18 18 522 3 18 NIL NIL
7.14 8.5 530.5 2 8.5 NIL NIL
2 2 532.5 1 2 NIL NIL
8 8 540.5 2 8 NIL NIL
11 11 551.5 2 11 NIL NIL
6.241 12.5 564 2 12.5 NIL NIL
1 1 565 0 1 NIL NIL
60 60 625 10 60 NIL NIL
8.372 15 640 3 15 NIL NIL
8.372 12 652 2 12 NIL NIL
9 9 661 2 9 NIL NIL
3 3 664 1 3 NIL NIL
4 4 668 1 4 NIL NIL
8.372 14.5 682.5 3 14.5 NIL NIL
7 7 689.5 2 7 NIL NIL
4 4 693.5 0 4 NIL NIL
6.006 11.5 705 2 11.5 NIL NIL
20.5 20.5 725.5 4 20.5 NIL NIL
2 2 727.5 1 2 NIL NIL
60 60 787.5 10 60 NIL NIL
101.426 98 885.5 16 98 NIL NIL
5.381 9 894.5 2 9 NIL NIL
88.738 88 982.5 15 88 NIL NIL
20 20 1002.5 3 20 NIL NIL
14 14 1016.5 3 14 NIL NIL
7 7 1023.5 2 7 NIL NIL
32.5 32.5 1056 5 32.5 NIL NIL
7 7 1063 2 7 NIL NIL
5.381 11 1074 2 11 NIL NIL
12 12 1086 2 12 NIL NIL
4.5 4.5 1090.5 1 4.5 NIL NIL
2.5 2.5 1093 1 2.5 NIL NIL
5.381 13 1106 2 13 NIL NIL
0.72 1 1107 1 1 NIL NIL
72 72 1179 12 72 NIL NIL
6.006 12 1191 2 12 NIL NIL
9.5 9.5 1200.5 2 9.5 NIL NIL
6 6 1206.5 1 6 NIL NIL
42.5 42.5 1249 7 42.5 NIL NIL
40 40 1289 7 40 NIL NIL
1229.789 1289
TOTAL 249
M-15 M-20 M-25 M-30 M-35 M-45 M-50 TOTAL
138 7 28.5 0 623 0 0 796.5
147.5 0 0 0 88 1 0 236.5
133 0 0 0 98 0 0 231
0 0 0 0 0 0 0 0
25 0 0 0 0 0 0 0
443.5 7 28.5 0 809 1 0 1289
MONTH OF MAY- 2019
SR.NO DATE OF LOCATION GRADE OF TYPE OF STRUCTURE PART OF STRUCTURE
POURINGS CHAINAGE CONCRETE
PNC ATEPL
THEORATICAL CUML.
QTY[M3]
QTY. QTY[M3]
TM QTY[M3] TM QTY[M3]
10 10 10 2 10 NIL NIL
13.5 13.5 23.5 3 13.5 NIL NIL
9.9 20.5 44 4 20.5 NIL NIL
6 6 50 1 6 NIL NIL
47 47 97 8 47 NIL NIL 200+200
6.642 11 108 2 11 NIL NIL 195+900
8.372 11.5 119.5 2 11.5 NIL NIL 196+560
5 5 124.5 1 5 NIL NIL 200+920
55 55 179.5 9 55 NIL NIL 202+190
7.14 8 187.5 2 8 NIL NIL TOTAL
13 13 200.5 2 13 NIL NIL
18 18 218.5 3 18 NIL NIL
6 6 224.5 1 6 NIL NIL
4.5 4.5 229 1 4.5 NIL NIL
7.482 18 247 3 18 NIL NIL
3.5 3.5 250.5 3.5 NIL NIL
2
8 8 258.5 8 NIL NIL
2 2 260.5 1 2 NIL NIL
10.214 11.5 272 2 11.5 NIL NIL
8.372 12 284 2 12 NIL NIL
7.14 12 296 2 12 NIL NIL
6.241 7 303 2 7 NIL NIL
19.8 24 327 4 24 NIL NIL
8.372 14.5 341.5 3 14.5 NIL NIL
6.642 14 355.5 3 14 NIL NIL
3 3 358.5 1 3 NIL NIL
37 37 395.5 6 37 NIL NIL
6.642 7.5 403 2 7.5 NIL NIL
6.642 11 414 2 11 NIL NIL
6 6 420 1 6 NIL NIL
34 34 454 6 34 NIL NIL
8.836 13.5 467.5 2 13.5 NIL NIL
18 18.5 486 3 18.5 NIL NIL
9 9 495 2 9 NIL NIL
2 2 497 1 2 NIL NIL
6.241 8.5 505.5 2 8.5 NIL NIL
9 9 514.5 2 9 NIL NIL
23.5 23.5 538 4 23.5 NIL NIL
8 8 546 2 8 NIL NIL
34 34 580 6 34 NIL NIL
6.642 6 586 1 6 NIL NIL
9.9 10.5 596.5 2 10.5 NIL NIL
9.9 10.5 607 2 10.5 NIL NIL
4.5 4.5 611.5 1 4.5 NIL NIL
101.426 96 707.5 16 96 NIL NIL
6 6 713.5 1 6 NIL NIL
4 4 717.5 1 4 NIL NIL
16 16 733.5 3 16 NIL NIL
35 35 768.5 6 35 NIL NIL
6 6 774.5 1 6 NIL NIL
8.836 11 785.5 2 11 NIL NIL
34 34 819.5 6 34 NIL NIL
6 6 825.5 1 6 NIL NIL
6 6 831.5 1 6 NIL NIL
6.241 14 845.5 3 14 NIL NIL
10.712 24.5 870 4 24.5 NIL NIL
16 16 886 3 16 NIL NIL
6 6 892 1 6 NIL NIL
4 4 896 1 4 NIL NIL
106.25 90 986 15 90 NIL NIL
3 3 989 1 3 NIL NIL
6 6 995 1 6 NIL NIL
8.372 15 1010 3 15 NIL NIL
24.5 24.5 1034.5 4 24.5 NIL NIL
8.372 20.5 1055 4 20.5 NIL NIL
28 28 1083 5 28 NIL NIL
6.241 13 1096 2 13 NIL NIL
33 33 1129 6 33 NIL NIL
3 3 1132 1 3 NIL NIL
8.836 21 1153 4 21 NIL NIL
6 6 1159 1 6 NIL NIL
7.5 7.5 1166.5 2 7.5 NIL NIL
3.5 3.5 1170 1 3.5 NIL NIL
3.5 3.5 1173.5 1 3.5 NIL NIL
136.35 131.5 1305 22 131.5 NIL NIL
31.5 31.5 1336.5 31.5 NIL NIL
5
1.5 1.5 1338 1.5 NIL NIL
94.4 94 1432 16 94 NIL NIL
15 15 1447 3 15 NIL NIL
6.642 13 1460 2 13 NIL NIL
8.372 24 1484 4 24 NIL NIL
2 2 1486 1 2 NIL NIL
8.5 8.5 1494.5 2 8.5 NIL NIL
161 160 1654.5 27 160 NIL NIL
18.5 18.5 1673 4 20.5 NIL NIL
12 12 1685 2 12 NIL NIL
78.088 78.25 1763.25 13 78.25 NIL NIL
10.712 16 1779.25 3 16 NIL NIL
12 12 1791.25 2 12 NIL NIL
14.5 14.5 1805.75 3 14.5 NIL NIL
88.738 89 1894.75 15 89 NIL NIL
8.836 15 1909.75 3 15 NIL NIL
8.836 24 1933.75 4 24 NIL NIL
18 18 1951.75 3 18 NIL NIL
1798.38 1951.75
M-15 M-20 M-25 M-30 M-35 M-45 M-50 TOTAL
127.5 0 125 0 424 0 27 703.5
145 0 0 0 168.25 11.5 0 324.75
93 0 0 0 246 0 0 339
107 0 0 0 0 0 0 107
136.5 0 0 0 343 0 0 479.5
609 0 125 0 1181.25 11.5 27 1953.75
MONTH OF JUNE - 2019
DATE OF LOCATION GRADE OF
SR.NO TYPE OF STRUCTURE PART OF STRUCTURE
POURINGS CHAINAGE CONCRETE
M= 15 636.50 M3
M-25= 90.00 M3
M-35= 2136.00 M3
M-50= 80.50 M3
SALARY = 13.00 M3
TOTAL = 2956.00 M3
2019 TRANSIT MIXTURE DETAILS
PNC ATEPL
THEORATICAL 3 CUML.
QTY[M ]
QTY. QTY[M3]
TM QTY[M3] TM QTY[M3]
2 2 2 1 2 NIL NIL
7.482 14 16 3 14 NIL NIL
24 24 40 4 24 NIL NIL
30 30 70 5 30 NIL NIL 200+200
10 10 80 2 10 NIL NIL 195+900
8.372 16 96 3 16 NIL NIL 196+560
6 6 102 1 6 NIL NIL 200+920
2.5 2.5 104.5 1 2.5 NIL NIL 202+190
23 23 127.5 4 23 NIL NIL TOTAL
8.372 15 142.5 3 15 NIL NIL
1.5 1.5 144 1 1.5 NIL NIL
6 6 150 1 6 NIL NIL
12 12 162 2 12 NIL NIL
7.5 7.5 169.5 2 7.5 NIL NIL
6 6 175.5 1 6 NIL NIL
8.836 11 186.5 2 11 NIL NIL
12 12 198.5 2 12 NIL NIL
6.642 11 209.5 2 11 NIL NIL
88.738 84 293.5 14 84 NIL NIL
12 12 305.5 2 12 NIL NIL
18 18 323.5 3 18 NIL NIL
7.14 15 338.5 3 15 NIL NIL
143.838 142 480.5 24 142 NIL NIL
6 6 486.5 1 6 NIL NIL
42 42 528.5 7 42 NIL NIL
10.712 21 549.5 4 21 NIL NIL
1 1 550.5 1 1 NIL NIL
88.738 88 638.5 15 88 NIL NIL
12 12 650.5 2 12 NIL NIL
6 6 656.5 1 6 NIL NIL
1 1 657.5 1 1 NIL NIL
26 26 683.5 4 26 NIL NIL
12 12 695.5 2 12 NIL NIL
1 1 696.5 1 1 NIL NIL
136.35 132 828.5 22 132 NIL NIL
1 1 829.5 1 1 NIL NIL
94.4 90 919.5 15 90 NIL NIL
18 18 937.5 3 18 NIL NIL
16 16 953.5 3 16 NIL NIL
6 6 959.5 1 6 NIL NIL
14.5 14.5 974 3 14.5 NIL NIL
12 12 986 2 12 NIL NIL
5.5 5.5 991.5 1 5.5 NIL NIL
12 12 1003.5 2 12 NIL NIL
6 6 1009.5 1 6 NIL NIL
6 6 1015.5 1 6 NIL NIL
7.482 14 1029.5 3 14 NIL NIL
12 12 1041.5 2 12 NIL NIL
1 1 1042.5 1 1 NIL NIL
88.738 86 1128.5 14 86 NIL NIL
3 3 1131.5 1 3 NIL NIL
18.5 18.5 1150 3 18.5 NIL NIL
1 1 1151 1 1 NIL NIL
94.4 93 1244 15 93 NIL NIL
8 8 1252 2 8 NIL NIL
28 28 1280 5 28 NIL NIL
8.836 18 1298 3 18 NIL NIL
8.372 18 1316 3 18 NIL NIL
8.836 18 1334 3 18 NIL NIL
6 6 1340 1 6 NIL NIL
16 16 1356 3 16 NIL NIL
18 18 1374 3 18 NIL NIL
18 18 1392 3 18 NIL NIL
3 3 1395 1 3 NIL NIL
6 6 1401 1 6 NIL NIL
18 18 1419 3 18 NIL NIL
1 1 1420 1 1 NIL NIL
136.35 137 1557 23 137 NIL NIL
2 2 1559 1 2 NIL NIL
6 6 1565 1 6 NIL NIL
12 12 1577 2 12 NIL NIL
7.14 11 1588 2 11 NIL NIL
6.642 12 1600 2 12 NIL NIL
7.5 7.5 1607.5 2 7.5 NIL NIL
2 2 1609.5 1 2 NIL NIL
1 1 1610.5 1 1 NIL NIL
94.4 96 1706.5 16 96 NIL NIL
6 6 1712.5 1 6 NIL NIL
18 18 1730.5 3 18 NIL NIL
6.241 18 1748.5 3 18 NIL NIL
5 5 1753.5 1 5 NIL NIL
10.5 10.5 1764 2 10.5 NIL NIL
6 6 1770 1 6 NIL NIL
1 1 1771 1 1 NIL NIL
94.4 96 1867 16 96 NIL NIL
8.372 18 1885 3 18 NIL NIL
4 4 1889 1 4 NIL NIL
7.5 7.5 1896.5 2 7.5 NIL NIL
5 5 1901.5 1 5 NIL NIL
12 12 1913.5 2 12 NIL NIL
6 6 1919.5 1 6 NIL NIL
1 1 1920.5 1 1 NIL NIL
136.35 137 2057.5 23 137 NIL NIL
6 6 2063.5 1 6 NIL NIL
1 1 2064.5 1 1 NIL NIL
6 6 2070.5 1 6 NIL NIL
6 6 2076.5 1 6 NIL NIL
6 6 2082.5 1 6 NIL NIL
1 1 2083.5 1 1 NIL NIL
143.838 144 2227.5 24 144 NIL NIL
7.5 7.5 2235 2 7.5 NIL NIL
8.836 16 2251 3 16 NIL NIL
6 6 2257 1 6 NIL NIL
12 12 2269 2 12 NIL NIL
1 1 2270 1 1 NIL NIL
161.014 162 2432 27 162 NIL NIL
6 6 2438 1 6 NIL NIL
12 12 2450 2 12 NIL NIL
6 6 2456 1 6 NIL NIL
1 1 2457 1 1 NIL NIL
143.838 146 2603 24 146 NIL NIL
7.5 7.5 2610.5 2 7.5 NIL NIL
16 16 2626.5 3 16 NIL NIL
12 12 2638.5 2 12 NIL NIL
2.5 2.5 2641 1 2.5 NIL NIL
10 10 2651 2 10 NIL NIL
8 8 2659 2 8 NIL NIL
13.862 20 2679 4 20 NIL NIL
8.372 24 2703 4 24 NIL NIL
8 8 2711 2 8 NIL NIL
6 6 2717 1 6 NIL NIL
12 12 2729 2 12 NIL NIL
1.5 1.5 2730.5 1 1.5 NIL NIL
88.738 88.5 2819 15 88.5 NIL NIL
1 1 2820 1 1 NIL NIL
136.35 136 2956 23 136 NIL NIL
2829.527 2956
slurry M-15 M-20 M-25 M-30 M-35 M-45 M-50 TOTAL
0 238.5 0 90 0 278.5 0 80.5 687.5
4 109 0 0 0 621 0 0 730
1 124 0 0 0 220.5 0 0 344.5
1 2 0 0 0 90 0 0 92
7 163 0 0 0 926 0 0 1089
13 636.5 0 90 0 2136 0 80.5 2956
MONTH OF JULY - 2019
SR.NO DATE OF LOCATION GRADE OF TYPE OF STRUCTURE
POURINGS CHAINAGE CONCRETE
SLARRY 18.00 m3
M-15 722.5 m3
M-25 255.5 m3
M-35 1971.00 m3
M-45 101.75 m3
M-50 18.00 m3
TOTAL 3086.75 m3
H OF JULY - 2019 TRANSIT MIXTURE DETAILS
PNC ATEPL
THEORETICAL CUML.
PART OF STRUCTURE QTY[M3]
QTY. QTY[M3]
TM QTY[M3] TM
LP3 PIER SHAFT 1ST LIFT 18.5 18.5 1087.25 3 18.5 NIL
LP3 PIER SHAFT FINAL LIFT 6.418 6.5 2670.25 1 6.5 NIL
ATEPL
QTY[M3]
NIL
NIL
NIL
NIL
NIL slurry M-15 M-20 M-25 M-30 M-35 M-45
NIL 200+200 0 337 0 255.5 0 28 0
NIL 195+900 6 102 0 0 0 538.5 27.75
NIL 196+560 4 59.5 0 0 0 551 0
NIL 200+920 0 21 0 0 0 95 2
NIL 202+190 8 203 0 0 0 758.5 72
NIL TOTAL 18 722.5 0 255.5 0 1971 101.75
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
M-50 TOTAL
18 638.5
0 668.25
0 610.5
0 118
0 1033.5
18 3086.75
MONTH OF AUGUST - 2019
SR.NO DATE OF LOCATION GRADE OF TYPE OF STRUCTURE
POURINGS CHAINAGE CONCRETE
PNC ATEPL
THEORETICAL CUML.
PART OF STRUCTURE QTY[M3]
QTY. QTY[M3]
TM QTY[M3] TM
PCC 6 6 6 1 6 NIL
LP4 PIER SHAFT FINAL LIT 5.098 6.5 1055.5 1 6.5 NIL
RP6 PIER SHAFT IST LIFT 17.28 18.5 2008 3 18.5 NIL
RP3&RP5 PIER SHAFT 1ST LIFT 34.56 36.5 3766.5 6 36.5 NIL
LP4 PIER SHAFT 1ST LIFT 17.675 18.5 3919 3 18.5 NIL
ATEPL
QTY[M3]
NIL
NIL
NIL
NIL slurry M-15 M-20 M-25 M-30 M-35 M-45
NIL 200+200 2 150.5 0 69 0 0 0
NIL 195+900 0 36 0 0 0 94.5 22.5
NIL 196+560 7 0 0 0 0 1031 101.5
NIL 200+920 2 80.5 0 0 0 901.5 0
NIL 202+190 3 153.5 0 0 0 883.5 153
NIL TOTAL 14 420.5 0 69 0 2910.5 277
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
NIL
M-50 TOTAL
392.5 612
0 153
0 1132.5
0 982
0 1190
392.5 4083.5
MONTH OF SEPTEMBER - 2
SR.NO DATE OF LOCATION GRADE OF TYPE OF STRUCTURE
POURINGS CHAINAGE CONCRETE
PNC
THEORETICAL CUML.
PART OF STRUCTURE QTY[M3]
QTY. QTY[M3]
TM
PNC ATEPL
QTY[M3] TM QTY[M3]
3.5 0 0
12 0 0
12 0 0
23 0 0 slurry M-15 M-20 M-25 M-30
18 0 0 200+200 2 43 0 27 0
79.5 0 0 195+900 0 45 0 0 0
11 0 0 196+560 2 0 0 0 0
2 0 0 200+920 1 27 0 0 0
2 0 0 202+190 8 23 0 0 0
1 0 0 TOTAL 13 138 0 27 0
24 0 0
2 0 0
1 0 0
144 0 0
81 0 0
6 0 0
6.5 0 0
2 0 0
10.5 0 0
3 0 0
41 0 0
10.5 0 0
76 0 0
162.5 0 0
36 0 0
17 0 0
1.5 0 0
1 0 0
1 0 0
83.5 0 0
1 0 0
31 0 0
26.5 0 0
10.5 0 0
1 0 0
16.5 0 0
13 0 0
1 0 0
78 0 0
1 0 0
78 0 0
1 0 0
168 0 0
6.5 0 0
78 0 0
1 0 0
7 0 0
20 0 0
1 0 0
31 0 0
14 0 0
22 0 0
150 1 5
138 4 25
0 4 23
0 1 2
65 2 13
60 2 12
0 5 31
6.5 3 14
16 2 9
5 0 0
6.5 0 0
6 0 0
7.5 0 0
24 0 0
1 0 0
6.5 0 0
0 1 1
11.5 0 0
1.5 2 12
55 4 24
90 13 78
1 0 0
14 0 0
56.5 4 24
80 0 0
1.5 0 0
15 2 12
0.75 0 0
13 0 0
12 2 10
6 2 13
6 3 17
42 7 38.5
0 2 11
212 21 126
60 5 28
34 1 6
78 10 60
13 0 0
0 5 31
0 3 13.5
18 0 0
M-35 M-45 M-50 TOTAL
0 0 870.75 940.75
871.5 94 0 1010.5
0 224.5 0 224.5
650 21 0 698
308.5 214.5 0 546
1830 554 870.75 3432.75
MONTH OF OCTOBER - 2
SR.NO DATE OF LOCATION GRADE OF TYPE OF STRUCTURE
POURINGS CHAINAGE CONCRETE
M-15 503.00 m3
M-35 1667.50 m3
M-45 515.50 m3
M-50 1530.50 m3
TOTAL 4216.5 m3
OCTOBER - 2019 TRANSIT MIXTURE DETAILS
PNC
THEORATICAL CUML.
PART OF STRUCTURE QTY[M3]
QTY. QTY[M3]
TM QTY[M3]
ATEPL
TM QTY[M3]
2 13
2 8
10 56 slurry M-15 M-20 M-25 M-30 M-35
3 18 200+200 0 0 0 0 0 0
0 0 195+900 0 105.5 0 0 0 31
2 13 196+560 0 12 0 0 0 288.5
7 42 200+920 0 48 0 0 0 698.5
3 19.5 202+190 0 114 0 0 0 649.5
1 6 213+915 0 223.5 0 0 0 0
1 6.5 TOTAL 0 503 0 0 0 1667.5
11 65.5
2 9
1 4
0 0
0 0
0 0
9 55
0 0
5 25.5
0 0
1 6.5
1 6
2 13
0 0
0 0
5 25
4 20
0 0
0 0
7 35
4 24.5
0 0
6 30
1 4.5
22 132
1 5
1 6
4 24
0 0
0 0
0 0
3 17
11 65
4 24
5 30
7 38
2 9.5
0 0
3 18
0 0
0 0
0 0
3 17
4 21
3 18
0 0
0 0
0 0
2 12
5 30
3 18
1 6.5
3 15
5 27
0 0
0 0
13 78
4 25
0 0
3 19
4 24.5
2 13
2 12
0 0
0 0
5 31
1 5
0 0
1 6
3 17
1 6
3 18
5 31
3 18
2 11
4 20
34 204.5
13 72.5
11 63
9 54
0 0
11 66.5
1 2
4 24.5
2 11
1 4
5 31
3 13.5
1 4.5
8 48
M-45 M-50 TOTAL
0 1530.5 1530.5
170.5 0 307
29.5 0 330
48.5 0 795
267 0 1030.5
0 0 223.5
515.5 1530.5 4216.5
MONTH OF NOVEMBER - 20
SLURRY 1.00 m3
M-15 463.50 m3
M-25 5.00 m3
M-35 1699.00 m3
M-45 441.50 m3
M-50 2127.00 m3
F NOVEMBER - 2019 TRANSIT MIXTURE DETAILS
PNC
THEORETICAL CUML.
PART OF STRUCTURE QTY[M3]
QTY. QTY[M3]
TM QTY[M3]
ATEPL
TM QTY[M3]
3 13.5
2 10
3 15 slurry M-15 M-20 M-25 M-30 M-35
12 66 200+200 0 3 0 5 0 15.5
10 60 195+900 0 45 0 0 0 213.5
4 20 196+560 1 87.5 0 0 0 186
1 1 200+920 0 50 0 0 0 355
14 81 202+190 0 25 0 0 0 605.5
12 69 213+915 0 253 0 0 0 323.5
2 11 TOTAL 1 463.5 0 5 0 1699
4 24
2 12
2 12
4 21
2 12
1 1
5 31
3 18
1 1
11 61
13 66
0 0
4 24
1 6
8 43.5
11 65
3 18
3 18
0 0
1 6.5
3 18
4 20
1 6
0 0
2 12
4 24
0 0
7 40
2 8
3 18
0 0
6 32
5 30
0 0
0 0
9 54
2 12
2 13
8 48
11 63
8 48
0 0
0 0
2 10
0 0
0 0
3 18
0 0
0 0
8 48
1 6
0 0
0 0
7 42
1 6.5
5 30
0 0
0 0
0 0
1 3
0 0
2 12
4 24
2 12
2 13
4 24
0 0
0 0
0 0
0 0
0 0
1 6
4 25.5
3 18.5
2 12
4 24
11 66
1 2.5
2 12
1 5.5
3 19
1 6
2 12
3 19
19 111
0 0
0 0
0 0
3 18
11 67
0 0
5 31
3 18
0 0
0 0
2 13
7 42
1 1.5
0 0
5 30
2 9
0 0
2 9.5
M-45 M-50 TOTAL
0 2127 2150.5
0 0 258.5
86.5 0 361
240.5 0 645.5
114.5 0 745
0 0 576.5
441.5 2127 4737
GRADE MONTH OF DECEMBER
DATE OF LOCATION OF
SR.NO
POURINGS CHAINAGE CONCRE
1 1/Dec/2019 200+200 TE
M-50
2 2/Dec/2019 200+200 M-50
3 2/Dec/2019 213+915 M-35
4 3/Dec/2019 200+920 M-45
5 3/Dec/2019 202+190 M-35
6 3/Dec/2019 202+190 M-35
7 3/Dec/2019 200+920 M-45
8 3/Dec/2019 200+200 M-50
9 4/Dec/2019 200+200 M-50
10 4/Dec/2019 195+900 M-45
11 4/Dec/2019 196+560 M-45
12 4/Dec/2019 213+915 M-35
13 4/Dec/2019 213+915 M-35
14 4/Dec/2019 213+915 M-35
15 5/Dec/2019 200+200 M-15
16 5/Dec/2019 196+560 M-35
17 5/Dec/2019 202+190 M-15
18 5/Dec/2019 213+915 M-45
19 5/Dec/2019 213+915 M-15
20 6/Dec/2019 213+915 M-35
21 6/Dec/2019 213+915 M-15
22 6/Dec/2019 200+920 M-45
23 6/Dec/2019 200+920 M-45
24 6/Dec/2019 202+190 M-35
25 6/Dec/2019 213+915 M-45
26 7/Dec/2019 200+200 M-50
27 7/Dec/2019 200+200 M-50
28 7/Dec/2019 202+190 M-45
29 7/Dec/2019 195+900 M-35
30 8/Dec/2019 200+200 M-50
31 8/Dec/2019 213+915 M-15
32 8/Dec/2019 213+915 M-15
33 8/Dec/2019 202+190 M-45
34 9/Dec/2019 196+560 M-35
35 9/Dec/2019 200+920 M-45
36 9/Dec/2019 200+920 M-45
37 9/Dec/2019 202+190 M-45
38 9/Dec/2019 213+915 M-35
39 10/Dec/2019 202+190 M-35
40 10/Dec/2019 213+915 M-35
41 11/Dec/2019 202+190 M-35
42 11/Dec/2019 196+560 M-45
43 11/Dec/2019 213+915 M-15
44 11/Dec/2019 213+915 M-15
45 11/Dec/2019 213+915 M-35
46 11/Dec/2019 200+200 M-50
47 12/Dec/2019 200+200 M-50
48 12/Dec/2019 200+200 M-50
49 12/Dec/2019 202+190 M-35
50 12/Dec/2019 213+915 M-15
51 12/Dec/2019 200+200 M-50
52 13/Dec/2019 200+200 M-50
53 13/Dec/2019 213+915 M-35
54 13/Dec/2019 200+200 M-50
55 14/Dec/2019 200+200 M-15
56 14/Dec/2019 213+915 M-35
57 14/Dec/2019 195+900 M-35
58 14/Dec/2019 196+560 M-45
59 14/Dec/2019 202+190 M-45
60 14/Dec/2019 200+200 M-50
61 15/Dec/2019 196+560 M-35
62 16/Dec/2019 200+200 M-50
63 16/Dec/2019 200+200 M-50
64 16/Dec/2019 213+915 M-15
65 16/Dec/2019 200+200 M-50
66 17/Dec/2019 202+190 M-45
67 17/Dec/2019 202+190 M-45
68 17/Dec/2019 213+915 M-35
69 17/Dec/2019 200+200 M-50
70 18/Dec/2019 196+560 M-35
71 18/Dec/2019 202+190 M-45
72 18/Dec/2019 200+920 M-45
73 18/Dec/2019 202+190 M-45
19/Dec/2019 200+200 M-50
74 19/Dec/2019 200+200 M-50
75 19/Dec/2019 213+915 M-15
76 19/Dec/2019 196+560 M-45
77 19/Dec/2019 196+560 M-45
78 20/Dec/2019 200+200 M-50
79 20/Dec/2019 200+200 M-50
80 20/Dec/2019 196+560 M-45
81 20/Dec/2019 196+560 M-45
82 20/Dec/2019 213+915 M-15
83 21/Dec/2019 213+915 M-35
84 21/Dec/2019 213+915 M-35
85 21/Dec/2019 200+200 M-50
86 22/Dec/2019 213+915 M-35
87 22/Dec/2019 202+190 M-45
88 22/Dec/2019 202+190 M-45
89 22/Dec/2019 202+190 M-45
90 23/Dec/2019 195+900 M-35
91 23/Dec/2019 200+920 M-45
92 23/Dec/2019 200+920 M-35
93 23/Dec/2019 200+200 M-50
94 23/Dec/2019 213+915 M-35
95 23/Dec/2019 200+200 M-50
96 23/Dec/2019 213+915 M-15
97 24/Dec/2019 200+200 M-50
98 25/Dec/2019 200+200 M-50
99 25/Dec/2019 213+915 M-35
100 26/Dec/2019 202+190 M-45
101 26/Dec/2019 202+190 M-35
102 26/Dec/2019 202+190 M-45
103 26/Dec/2019 202+190 M-45
104 26/Dec/2019 213+915 M-35
105 26/Dec/2019 213+915 M-35
106 26/Dec/2019 213+915 M-35
107 27/Dec/2019 200+200 M-50
108 27/Dec/2019 200+920 M-35
109 27/Dec/2019 200+920 M-45
110 27/Dec/2019 213+915 M-35
111 28/Dec/2019 213+915 M-15
112 30/Dec/2019 200+200 M-50
113 30/Dec/2019 200+200 M-50
114 30/Dec/2019 200+200 M-50
115 30/Dec/2019 196+560 M-35
116 30/Dec/2019 213+915 M-35
117 31/Dec/2019 202+190 M-45
118 31/Dec/2019 213+915 M-15
119 31/Dec/2019 196+560 M-45
120 31/Dec/2019 195+900 M-45
121 31/Dec/2019 200+920 M-35
122 31/Dec/2019 200+920 M-35
123 31/Dec/2019 200+920 M-45
M-15
M-35
M-45
M-50
MONTH OF DECEMBER - 2019
THEORETIC
TYPE OF STRUCTURE PART OF STRUCTURE
AL QTY.
girder no.-117,118,119,120 bed-07 type -01 75.650
girder no.-121,122,123,124, bed-06 type -01 75.650
RP3 RP-03 Raft 215.820
LP4 Pier Shaft 2nd & Final Lift 11.616
RP12 Pier Shaft 2nd & Final Lift 16.442
LP13 Pier cap 30.375
LP3 Pier Shaft 2nd & Final Lift 18.462
GIRDER NO.-133,134,135,136 BED -04 TYPE-02 77.380
137,138,139,140 BED 02 TYPE-02 77.380
LP8 Pier Shaft 2nd & Final Lift 25.694
RP4 Pier shaft 1st lift 18.240
LP17 Raft 101.426
_ Miscellaneous Work 4.000
LP2 Starter 2.400
CAMP Miscellaneous Work 2.000
RA1 Raft 351.750
LA2 PCC 13.862
RP3 Starter 2.400
LP18 PCC 9.312
LP11 Raft 151.525
LP12 PCC 12.432
RA1 Abutment Shaft 1st Lift 29.000
LP2 Pier Shaft 2nd & Final Lift 21.650
RP11 Pier cap 30.375
LP1 Starter 1.440
GIRDER NO-125,126,127,128 BED -07 TYPE-01 75.650
GIRDER NO-141,142,143,144 BED-01 TYPE-02 77.380
LP9 Pedastal 0.778
LA2 Raft 164.465
GIRDER NO-129,130,131,132 BED-05 TYPE-01 75.650
LA2 PCC 22.952
RP13 PCC 9.312
LP11 Pier shaft 1st lift 18.500
LP3 Pier Cap 30.375
RP3 Pier Shaft 2nd & Final Lift 20.242
RP4 Pier Shaft 2nd & Final Lift 14.333
LP10 Pedastal 1.555
LP15 Raft 106.250
LA2 Raft 224.100
RP17 Raft 101.426
RP10 Pier Cap 30.375
LP2 Pier Shaft 1st lift 18.000
LP2 Annular Filling 18.000
LP17 Annular Filling 24.000
LP17 Starter 1.440
GIRDER NO.-133,134,135,136 BED-08 TYPE-01 75.650
GIRDER NO-137,138,139,140 bed-06 type -01 75.650
GIRDER NO-149,150,151,152 BED-04 TYPE-02 77.380
LP12 Pier Cap 30.375
RP15 PCC 7.482
_ Miscellaneous Work 5.000
_ Miscellaneous Work 3.500
LP13 Raft 162.165
GIRDER NO-145,146,147,148 BED -03 TYPE -02 77.380
_ Miscellaneous Work 1.500
LP16 Raft 151.525
LA2 Aboutment Cap 15.480
RP4 Pier Shaft 2nd & Final Lift 23.280
RP4 Pedastal 1.555
GIRDER NO-153,154,155,156 BED-02 TYPE-02 77.380
RP5 Pier Cap 30.375
GIRDER NO-157,158,159,160 BED-01 TYPE-02 77.380
GIRDER NO-145,146,147,148 BED-07 type -01 75.650
RP3 Annular Filling 18.000
_ Miscellaneous Work 4.000
LP11 Pier Shaft 2nd & Final Lift 16.930
RP6 Pedastal 0.778
LP18 Raft 151.525
GIRDER NO-141,142,143,144 BED-05 TYPE-01 75.650
LA2 Raft 164.465
RP5 Pedastal 0.778
RP1 Pier Shaft 2nd & Final Lift 16.699
LA1 Pedastal 0.778
BLOCK CAST 4.50
GIRDER NO-149,150,151,152 BED-08 TYPE-01 75.65
RP11 PCC 9.31
LP1 Annular Filling 18.00
RA1 Annular Filling 7.00
GIRDER NO-153,154,155,156 BED -06 TYPE -01 75.65
GIRDER NO-161,162,163,164 BED-04 TYPE-02 77.38
LP2 Pier Shaft 2nd & Final Lift 20.31
LP1 Pier Shaft 1st lift 16.50
RA2 PCC 22.95
RP13 Raft 162.17
RP17 Starter 1.44
GIRDER NO-165,166,167,168 BED-03 TYPE-02 77.38
LP13 Starter 2.40
LP4-LP5 Cross Girder 12.62
LP5-LP6 Cross Girder 12.62
RP7 Pedastal 1.56
LP2 Pier cap 30.38
RP5 Pier Shaft 2nd & Final Lift 13.13
LP4 Pier cap 30.38
GIRDER NO-169,170,171,172 BED-02 TYPE-02 77.38
RP1 Raft 167.50
_ Miscellaneous Work 4.50
RP17 Annular Filling 18.00
GIRDER NO-157,158,159,160 BED-05 TYPE-01 75.65
GIRDER NO-161,162,163,164 BED-07 type -01 75.65
LP2 Pier shaft 1st lift 48.00
LP6-LP7 Cross Girder 12.62
RP12 Pier cap 30.38
_ Miscellaneous Work 1.00
RP8 Pedastal 0.78
RP15 Raft 106.25
RP13 Starter 2.40
LP11 Starter 2.40
GIRDER NO-173,174,175 BEB-01 TYPE-02 77.38
LP3 Pier cap 30.38
LP1 Pier Shaft 2nd & Final Lift 26.99
LP17 Pier shaft 1st lift 17.28
LP14 PCC 10.30
GIRDER NO-177,178,179,180 BED-04 TYPE-02 77.38
GIRDER NO-165,166,167,168 BED-08 TYPE-01 75.65
GIRDER NO-169,170,171,172 bed-06 type -01 75.65
LA1 Raft 351.75
LP12 Raft 215.82
LP7-LP8 Cross Girder 6.31
RP6 PCC 14.76
LP1 Pier Shaft 2nd & Final Lift 26.93
LP4 Pier shaft 1st lift 23.04
LP5 Pier Cap 30.375
LP2 Pier Cap 30.375
LA1 Pier Shaft 1st & Final Lift 37.32
6,250.88
317.5
3666
534
2030
TRANSIT MIXTURE DETAILS
CUML. PNC ATEPL
QTY[M3] TM QTY[M3] TM QTY[M3]
78.00 1 6 12 72
77.00
218.00
13.50
16.50 slurry M-15 M-20
31.00 200+200 0 3.5 0
21.00 195+900 0 0 0
78.00 196+560 0 0 0
78.50 200+920 0 0 0
29.50 202+190 0 24 0
20.00 213+915 0 290 0
4.00
3.00
2.00
356.00
24.00 2
5.00
6.00 1.5
164.00
30.00
29.00
23.00
31.00
2.50
78.00
78.50
2.50
172.00
78.00
30.00
18.00
18.50
31.00
21.50
15.00
3.00
111.00
228.00
108.00
31.00
20.00
18.00
24.00
2.00
78.00
78.00
80.00
31.00
30.00
5.00
3.50
168.00 4
78.00
1.50
157.50
17.00
24.00
2.50
80.50
31.00
77.00
75.00
18.00
4.00
17.00
2.50
151.00
76.00
232.00
2.00
18.00
4.00
4.50
75.50
18.00
18.00
7.00
73.50
77.00
22.00
16.50
36.00
160.00
2.00
75.50
3.00
14.00
14.00
2.00
31.00
13.50
31.00
77.50
168.00
4.50
18.00
77.00
78.00
50.00
15.00
31.00
1.00
2.00
108.00
3.00
3.00
77.00
31.00
27.00
19.00
18.00
78.00
75.50
75.50
348.00
218.00
7.00
26.00
21.00
24.00
31.00
31.00
36.00
6,547.50
M-25 M-30 M-35 M-45 M-50 TOTAL
0 0 0 0 2030 2033.5
0 0 220 53.5 0 273.5
0 0 998 148.5 0 1146.5
0 0 124 217.5 0 341.5
0 0 399.5 107 0 530.5
0 0 1924.5 7.5 0 2222
0 0 3666 534 2030 6547.5
MONTH OF DECEMBER - 2019
THEORETICA CUML.
PART OF STRUCTURE
L QTY. QTY[M3]