A ppt on how you represent your progress in your business work

1. RUNWAY WKS : AFS BAGDOGRA
08 OCT 2022

2. INTRODUCTION
 Adm Apvl
 GOI MoD Letter No: AirHQ/36682/06Wg/Rwy/W(EAC)/29/F/D/(Air-II)/2017
 Date : 31 Mar 2017
 Cost : 316.53 Crs
 CA No : CE(P) SWTK/25/2018-19
 Date : 14 Jan 2019
 Cost : 270.83 Cr (Amdnt no 06)
 Commencement - 29 Jan 2019
 Completion - 28 Jan 2021, extd 21 Mar 2022 (Ist), extd 28 Jan 2023 (IInd)
 PDC
 156 weeks - Completed on 31 March 2020
 Approved extended PDC : 31 Mar 2023 (HQ EAC IAF No. EAC/2979/30/Wks (BM-II) dt 04 May 21)
 Prog : 80.00 % Physical (As on 05 Oct 2022)
 Contractor : M/s KCC Buildcon Pvt Ltd
Pitampura, Delhi 110034
2

3. LAYOUT OF RUNWAY & SCOPE OF WORK
AFS BAGDOGRA
N S
RIGID
RIGID FLEXIBLE
PTT
A-Disp
RUNWAY
RIGID 18 END 910 X 45.72 M
FLEXIBLE 1738 X 45.72 M
RIGID 36 END 872 X 45.72 M
DISPERSAL & ORPs
ORP 18 END 155 X 107 M
A- DISPERSAL 345 X 106 M
ORP 36 END 175 X 111 M
PTT & LINKS
PTT
1986 X 22.86 M (1725
Mtr Compltd)
A - LINK 100 X 22.86 M
769 X 30.48 M B - LINK 100 X 22.86 M
G - LINK 111 X 22.86 M S -LINK 25 X 38 M
F - LINK 111 X 22.86 M T -LINK 25 X 38 M
E - LINK 111 X 22.86 M R -LINK 57 X 22.86 M
NEW-LINK 111 X 22.86 M P -LINK 88 X 22.86 M
D - LINK 107 X 30.48 M N -LINK 84 X 22.86 M
C - LINK 107 X 30.48 M M -LINK 88 X 22.86 M
M
RIGID
PTT
PTT
OTHER WORKS
TP 55 X 55 M
GEO-DRAIN 10200 M (9220 M)
OPEN DRAINS 6600 M (4158 M)
CULVERTS 414 M (364 M)
HUME PIPE 761 M (600 M)
PERIPHERY
ROADS
5140 M (4480 M)
RESURF ROAD 7169 M (1500 M)

4. CROSS SECTION : RIGID/ FLEXIBLE
4
400 mm PQC
150 mm DLC
225 mm WMM
300 mm GSB ( GRADE II)
150 mm PCC
150 mm GSB
150 mm WMM
45.72/ 22.86 m
2.4/1.0 m 2.4/1.0 m
1%
1%
GEO drain (1.0 m below top of subgrade)
250 mm SOIL STABILISATION
0.58 m 0.58 m
150 mm PCC
150 mm GSB
150 mm WMM
160 mm PVC perforated pipe
1.00
m
1.00
m
40 MM DAC-II
50 MM DAC-I
50-75 MM DAC-I
50 mm DAC-I
150 mm WMM
40 mm DAC-II
150 mm GSB
50 mm DAC-I
150 mm WMM
40 mm DAC-II
150 mm GSB
45.72 m
2.4 m 2.4 m
1%
1%
Existing layers – 770 mm
50 mm DAC-I
50 mm DAC-I
Glass Grid
GEO drain (1.0 m below top of subgrade)
0.58 m 0.58 m
160 mm PVC perforated pipe
1.00
m
1.00
m

5. PRESENT PROG- PHY & FIN
5
Sl
No
Work A/U Qty Involved ACHVMNT BAL
(Upto 06 OCT 22)
1 Soil Stabilisation 250 10 Sqm 28,296 28,296 100% Nil
2 GSB 150 10 Sqm 57,860 57454 99% 406
3 WMM 75 10 Sqm 83,939 74,580 89% 9,359
4 DLC 150 Cum 39,119 33,491 86% 5,628
5 DLC 125 P/Rd Cum 3564 3,392 92% 172
6 PQC 400 Cum 1,07,620 83,014 77% 24,606
7 PQC 300 P/Rd Cum 8,578 8,165 92% 413
Phy- 80.00% Fin- 85.03%

6. PROGRESS : MAIN RUNWAY
GSB RUNWAY 18 END
WMM ORP 18 END
Main Runway (3520 X 45.72)
Rigid 18 End (Ch - 000 to 910) 910 Mtr Flexible 1738 Mtr Rigid 36 End (Ch - 2648 to 3520) 872 Mtr
Item SS GSB 150 WMM 75 DLC 150 PQC DAC I DAC II
DAC I
Correction
SS GSB 150 WMM 75 DLC 150 PQC
A/U 10 Sqm 10 Sqm 10 Sqm Cum Cum 10 Sqm 10 Sqm Cum 10 Sqm 10 Sqm 10 Sqm Cum Cum
Qty 4160.52 8321.04 12481.56 6240.78 16642.08 8810.69 8800.58 5411.78 3986.78 7973.57 11960.35 5980.18 15947.14
Work done 4160.52 8321.04 12481.56 6240.78 16642.08 8810.69 8800.58 5411.78 3986.78 7973.57 11960.35 5980.18 15947.14
Balance 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
% Prog 100 100 100 100 100.00 100 100.00 100.00 100.00 100.00 100.00 100.00 100.00

7. PROGRESS : PTT
PQC – 18 END
WMM - 18 END
PARALLEL TAXI TRACK (2755 X 22.86)
PTT 18 END (Ch - 109 to 1024) 1133 Mtr PTT 36 END (Ch - 1024 to 2646) 1622 Mtr
Item SS GSB 150 WMM 75 DLC 150 PQC SS GSB 150 WMM 75 DLC 150 PQC
A/U 10 Sqm 10 Sqm 10 Sqm Cum Cum 10 Sqm 10 Sqm 10 Sqm Cum Cum
Qty 3176.01 6352.02 9528.03 4768.60 12704.04 3707.89 7415.784 11123.676 5561.838 14831.57
Work done 3176.01 6352.02 9528.03 4768.60 5442.25 3707.89 7415.784 11123.676 5561.838 14831.57
Balance 0.00 0.00 0.00 0.00 7261.79 0 0 0 0 0
% Prog 100 100 100 100.00 42.84 100 100 100 100 100
Remarks Under Progress Handed over back to User

8. PROGRESS : LINKS
M LINK NLB PCC
LINKS
Links C, D & M Links E, NEW Link, P, R, F, G, S & T
Item SS GSB 150 WMM 75 DLC 150 PQC SS GSB 150 WMM 75 DLC 150 PQC
A/U 10 Sqm 10 Sqm 10 Sqm Cum Cum 10 Sqm 10 Sqm 10 Sqm Cum Cum
Qty 893.50 1787.00 2680.50 1340.25 3574.00 1630.74 3261.49 4892.23 2446.17 6522.98
Work done 839.50 1380.86 1462.09 731.05 985.00 1630.74 3261.49 4892.23 2446.17 6522.98
Balance 0.00 406.14 1218.41 609.20 2589.00 0.00 0.00 0.00 0.00 0.00
% Prog 100.00 77.27 54.55 54.55 23.65 100.00 100.00 100.00 100.00 100.00
Remarks Under Progress Handed over back to User

9. PROGRESS : ORP & DISP
ORP 18 End & A - DISP ORP 36 End & ORR
Item SS GSB 150 WMM 75 DLC 150 PQC SS GSB 150 WMM 75 DLC 150 PQC
A/U 10 Sqm 10 Sqm 10 Sqm Cum Cum 10 Sqm 10 Sqm 10 Sqm Cum Cum
Qty 5428.01 10856.2 16284.03 8142.02 21712.04 2263 4526 6789 3394 9050.4
Work done 5428.01 10856.2 11873.63 2954.42 6956.84 2263 4526 6789 3394 9050.4
Balance 0.00 0.00 4410.40 5187.60 14755.20 0.00 0.00 0.00 0.00 0.00
% Prog 100 100 72.91 36.29 32.04 100.00 100.00 100.00 100.00 100.00
Remarks Under Progress Handed over back to User
TP 18 END WMM ORP 18 END

10. PROGRESS : DRAINS,CULVERTS
JOINT FILLING (U/P) W DRAIN (U/P)
Drains and Culverts
Item H/Pipe Culvert/drain Culvert Drains Geo Drains
A/U Mtr Mtr Mtr Mtr
Qty 761 414 6600 10200
Work done 600 364 4158 9220
Balance 161 50 2442 980
% Prog 78.84 87.92 63.00 90.39
Remarks Under Progress

11. TARGET – COMPLETION BY JAN 23 END
 01 – 15 OCT 2022
 PTT 18 END - PQC 364 X 5.715
 Drain - 150 m
 A-Disp - WMM - 100x106 DLC-116X106
 Material Requirement
 Aggregates – 08 Rakes
 Cement - 50 Trk
 Criticality
 Manpower - 300 labours

12. TARGET – COMPLETION BY JAN 23 END
 16 – 31 OCT 2022
 PTT 18 END - PQC 364 X 5.715, 1290 X 7.62
 Drain - 300 m
 A-Disp - WMM - 100x106 DLC-116X106
 P/Road - 400 M
 Material Requirement
 Aggregates – 08 Rakes
 Cement - 80 Trk
 Criticality
 Manpower - 300 labours

13. TARGET – COMPLETION BY JAN 23 END
 01 – 15 NOV 2022
 PTT 18 END - PQC 1290 x 7.62 and NLB
 Drain - 300 m
 A-Disp - PQC 492 X 7.62
 D-Link - GSB – 107 X 30.48
WMM - 107x30.48
 P/Road - 260 M
 Material Requirement
 Aggregates – 10 Rakes
 Cement - 89 Trk
 Criticality
 Manpower - 300 labours

14. TARGET – COMPLETION BY JAN 23 END
 16 – 30 NOV 2022
 PTT 18 END - NLB and Shoulder
 ORP 18 & C Link - PQC 185.7 X 7.62
 Drain - 300 m
 A-Disp - PQC 1148 X 7.62
 D-Link & M –Link - DLC – 107 X 30.48
PQC - 107 X 30.48 , 84 X 22.86
 Material Requirement
 Aggregates – 10 Rakes
 Cement - 95 Trk
 Criticality
 Manpower - 300 labours

15. TARGET – COMPLETION BY JAN 23 END
 01 – 15 DEC 2022
 A-Disp - PQC 1640 X 7.62
NLB and Shoulder
 Drain - 400 m
 D-Link & M –Link - NLB and Shoulder
 ORP 18 End C – Link - Joint Cutting/Filling & AFLS
 Material Requirement
 Aggregates – 10 Rakes
 Cement - 92 Trk
 Criticality
 Manpower - 300 labours

16. TARGET – COMPLETION BY JAN 23 END
 15 – 30 DEC 2022
 A-Disp - PQC 1560 X 7.62
NLB and Shoulder
 Drain - 400 m
 D-Link & M –Link - Joint Cutting/Filling & AFLS
 Material Requirement
 Aggregates – 2 Rakes
 Cement - 32 Trk
 Criticality
 Manpower - 300 labours

17. TARGET – COMPLETION BY JAN 23 END
 01 – 28 JAN 2023
 A-Disp - NLB and Shoulder
Joint Cutting/Filling & AFLS
 Drain - 592 m
 PTT 18 End - Joint Cutting/Filling & AFLS
 Criticality
 Manpower - 300 labours

18. DEVIATION / AMENDMENT
 Processed
 Draft Amendment No. 07 Fwd to HQ CE (P) SWTK
 Fencing work (+0.04 Cr)
 AFLS (+0.72 Cr)
 Data & Power Cable for MAFI works (+ 2.49 Cr)
 To be processed
 Qty of Area Drains – Pending with KCC
 Pre-cast Geo drain chamber – Pending with KCC
 NLB Qty – Pending with KCC

19. POINTS FOR DISCUSSION
19
 EXECUTION
 NON AVAILABILITY OF AGGREGATES AT SITE
 INADEQUATE MANAGEMENT IN AREA DRAIN AND OTHER MISC
CONSTRUCTION
 NEED TO IMPROVE FINISHING OF WORK FROM ONE END
 USER REQUIREMENT

21. MONTHWISE TGT OF RUNWAY WKS : BGDRA
21
MONTH OCT 22 NOV 22 DEC 22
TGT
• GSB ON A-DISP & D-LINK
• WMM ON A-DISP & D-LINK
• DLC ON D-LINK
• PQC ON PTT 18 END
• AREA DRAIN WK
• FENCING WK
• WMM ON D-LINK & A- DISP
• DLC ON D-LINK & A- DISP
• PQC ON PTT 18 END
• PQC ON A-DISP
• AREA DRAIN WK
• FENCING WK
• DLC ON A-DISP
• PQC ON A-DISP & D-LINK
• AREA DRAINS WK
• AFLS WK
MONTH JAN 23
TGT
• JOINT CUTTING/FILLING ON A-DISP
• AREA DRAINS WK
• AFLS WK