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Transcript of ITR Sukhbir Singh 2015-16.xls
REVIEW NOTES
Date Pages recording Measurements
subjected to test-check
Value of Measurement
checked
Result of the check exercised
Initials and designation of the checking officer
9th Running BillMB No. 9
Type-I,II,III,IV & V ITBP Campus at Baddowal (Ludhiana)
Agency: M/s Sarup Chand & Sons
Agreement No.: 09/EE/LCD/2010-11
Date of start: 14.09.2010
Stipulated date of completion: 13.06.2011
Stipulated date of completion: Work in progress.
Certified that this MB contains pages from 01 to and all are machine numbered.
Name of work: Upgradation and Renovation of Residentail Quarters
9th RUNNING ACCOUNT BILL
Agency : M/s Sarup Chand & SonsAgmt. No. :09/EE/LCD/2010-11. Date of Start : 14.09.2010Stipulated date of completion: 13.06.2011Actual date of completion: Work in progress.Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-13-08-2012 8.5
T-II qtrs. 6 Nos. i.e. qtr. No. 50 to 55 6 1 6.00
C/O TMB/P- Total 6.00 Nos.
Date of Measurement :-13-08-2012 E.I.1
Measurements for T-II/Qtr No. 501 0.39 0.39 cum
5 0.39 1.95 cum
Total 2.34 cumMeasurements for T-II/Qtr No. 50 AW.C 1 0.84 1.17 0.04 0.04Less for WC Seat 1 0.58 0.44 0.04 -0.01
Total 0.03
5 0.03 0.15
Total 0.18 cumB
C/O TMB/P- TOTAL ( A + B ) 2.52 cum
Date of Measurement :-13-08-2012 8.6
A Measurements for T-II qtr. No. 5014.59 sqm
5 14.59 72.95
C/O TMB/P- Total 87.54 sqm
Name of Work: Upgradation and Renovation of Residentail Quarters Type-I,II,III,IV & V at ITBP Campus, Baddowal (Ludhiana)
Dismantling of flushing cistern of any size including stacking of usseful materials near the site and disposal of unserviceable materials within 50 metres lead:
Demolishing cement concrete manually/by cechanical means including disposal of material within 50 mtr, lead as per direction of Engineer-in-Charge. 1:3:6 or richer mix.
Similar qty. B/F vide Page-10/M.B. No. 6 (Qty 0.39 cum) of qtr No. 23/ T-II
Add similar qty. for 5 more qtrs. i.e from block No. 51 to 55 except small room
Add similar qty. for 15 more qtrs. i.e. from qtr no.51, 52,53, 54 &55
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Similar Qty. B/F vide Page-13/M.B. No. 6 (qty. 14.59 sqm)Add similar qty. for 5 more qtrs. i.e. From Block No. 51 to 55
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-14-08-2012 8.1
8.1.1 1:4:8 or leaner mixMeasurements for qtr. No. 51/T-II 1 1.17 0.84 0.44 0.43 cum
3 0.43 1.30
C/O TMB/P- Total 1.73 cum
Date of Measurement : 14.08.2012E.I/25
15mm to 40mm nominal bore
Qty. for qtr. No. Q.No.55/ T-IIFor W.C. 1 1 0.15 0.15
1 1 0.80 0.801 1 0.45 0.45
For Bath to wash basin 1 1 0.10 0.101 1 0.90 0.901 1 1.20 1.20
to shower 1 1 0.73 0.731 1 0.84 0.84
Total 5.175.00 5.17 25.85
C/o TMB/P- Total 31.02 mtr
Demolishing cement concrete manually/ by mechanical means includinlg disposal of material within 50 metres lead as per direction of Engineer in charge.
Add similar qty. for 3 more qtrs. i.e. from qtr no. ,52,54& 55
Dismantling G.I. pipes (concealed work) including excavation after taking out the pipes, manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of Engineer in charge.
Add similar qty. for 5 more Quarter i.e.Q.No.50 to 54
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 16-08-2012 E.I.6
Above plinth level
Measurements for qtr. No. 51/T-IIWC 1 1.17 0.84 0.05 0.05 cum
3 0.05 0.15 cum
C/O TMB/P- Total 0.20 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.
1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)
Add similar qty. for 3 more qtrs. i.e. from qtr no. 52,54& 55
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-19-08-2012 E.I.7 15mm cement plaster of mix :
1;4 (1 cement : 4 coarse sand)Measurement for qtr. No. 51/T-II 1 1 1.17 0.84 0.98W C Wall 1 2 1.17 0.39 0.91 SqmW C Wall 1 2 0.84 0.39 0.66 Sqm
Total 2.553 2.55 7.65
C/o TMB/P- Total 10.20 sqmA
Date of Measurement :-19-08-2012 10.1
Measurement for qtr. No. 51, 52,54& 55/T-II 10.20 sqm
C/o TMB/P- Total 10.20 sqm
Add similar qty. for 3 more qtrs. i.e. from qtr no. 52,54& 55
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.
b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment a
Qty. similar to E.I./7 i.e. Qty. B/F videThis Page mark 'A' above /TMB
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement : 24.08.20121.1
Measurement for qtr. No. 51/T-II WC 1 1.14 0.81 0.39 0.36 cum
3 0.36 1.08 cum
C/o TMB/P- Total 1.44 cum
Date of Measurement : 24.08.2012E.I.8
Measurement for qtr. No. 51/T-II 1.44
Total 1.44 cumC/o TMB/P-
Date of Measurement :-24-08-2012 8.5
9 1 9.00
C/O TMB/P- Total 9.00 Nos.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.
1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size)
Add similar qty. for more qtrs. i.e. from qtr no. 52,54& 55
Extra for concrete work in superstructure above plinth level upto floor V level.
Qty. similar to to Agmt. Item No. 1.1 i.e. Qty. B/F vide page-……../TMB
Dismantling of flushing cistern of any size including stacking of usseful materials near the site and disposal of unserviceable materials within 50 metres lead:
T-II qtrs. 9 Nos. i.e. qtr. No. 56 to 61, 69, 72 & 73
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-24-08-2012 E.I.1
Measurements for T-II/Qtr No. 561 0.39 0.39 cum
8 0.39 3.12 cum
Total 3.51 cumMeasurements for T-II/Qtr No. 56 AW.C 1 0.84 1.17 0.04 0.04Less for WC Seat 1 0.58 0.44 0.04 -0.01
Total 0.03
8 0.03 0.23
Total 0.26 cumB
C/O TMB/P- TOTAL ( A + B ) 3.77 cum
Date of Measurement :-24-08-2012 8.6
A Measurements for T-II qtr. No. 5614.59 sqm
9 14.59 131.31 sqm
C/O TMB/P- Total 145.90 sqm
Demolishing cement concrete manually/by cechanical means including disposal of material within 50 mtr, lead as per direction of Engineer-in-Charge. 1:3:6 or richer mix.
Similar qty. B/F vide Page-10/M.B. No. 6 (Qty 0.39 cum) of qtr No. 23/ T-II
T-II qtrs. 6 Nos. i.e. qtr. No. 57 to 61, 69, 72 & 73
T-II qtrs. 6 Nos. i.e. qtr. No. 57 to 61, 68, 72 & 73
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Similar Qty. B/F vide Page-13/M.B. No. 6 (qty. 14.59 sqm)Add similar qty. for 5 more qtrs. i.e. From Block No. 57 to 61,69, 72 & 73
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-25-08-2012 8.1
8.1.1 1:4:8 or leaner mixMeasurements for qtr. No. 57/T-II
1 1.17 0.84 0.44 0.43 cum
6 0.43 2.58
C/O TMB/P- Total 3.01 cum
Date of Measurement : 25.08.2012E.I/25
15mm to 40mm nominal boreQty. for qtr. No. Q.No.56/ T-IIFor W.C. 1 1.00 0.15 0.15
1 1.00 0.80 0.801 1.00 0.45 0.45
For Bath to wash basin 1 1.00 0.10 0.101 1.00 0.90 0.901 1.00 1.20 1.20
to shower 1 1.00 0.73 0.731 1.00 0.84 0.84
Total 5.178 5.17 41.36
C/o TMB/P- Total 46.53 mtr
Demolishing cement concrete manually/ by mechanical means includinlg disposal of material within 50 metres lead as per direction of Engineer in charge.
Similar qty. B/F vide page-14/M.B. No. 6 (qty. 0.45 cum) i.e for w.c onlyAdd similar qty. for 6 more qtrs. i.e. from qtr no. 58, 60 & 61,69,72 & 73
Dismantling G.I. pipes (concealed work) including excavation after taking out the pipes, manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of Engineer in charge.
Add similar qty. for 8 more Quarter i.e.Q.No.57 to 61, 69, 72 & 73
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 28.08-2012 E.I.6
Above plinth level
Measurements for qtr. No. 57/T-IIWC 1 1.17 0.84 0.05 0.05 cum
6 0.05 0.29 cum
C/O TMB/P- Total 0.34 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.
1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)
Add similar qty. for 6 more qtrs. i.e. from qtr no. 58, 60 & 61,69,72 & 73
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-29-08-2012 E.I.7 15mm cement plaster of mix :
1;4 (1 cement : 4 coarse sand)Measurements for qtr. No. 57/T-II 1 1 1.17 0.84 0.98W C Wall 1 2 1.17 0.39 0.91 SqmW C Wall 1 2 0.84 0.39 0.66 Sqm
Total 2.556 2.55 15.30
C/o TMB/P- Total 17.85 sqm
Date of Measurement :-29-08-2012 10.1
17.85 sqm
C/o TMB/P- 17.85 sqm
Add similar qty. for 6 more qtrs. i.e. from qtr no. 58, 60 & 61,69,72 & 73
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.
b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment a
Measurements for qtr. No. 57, 58, 60 & 61, 69, 72 & 73 /T-II
Qty. similar to E.I./7 i.e. Qty. B/F vide page- ./TMB
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-31.08.20121.1
Measurements for qtr. No. 57/T-IIWC 1 1.14 0.81 0.39 0.36 cum
6 0.36 2.16 cum
C/o TMB/P- Total 2.52 cum
Date of Measurement :-31.08.2012E.I.8
2.52
C/o TMB/P- Total 2.52 cum
Date of Measurement : 31.08.2012E.I. 26
15 mm dia nominal boreQtr No.50 to 61,69, 72 & 73/ T- II
31.02 mtr
46.53
C/o TMB/P- Total 77.55 mtr
Date of Measurement : 31.08.20127.2
Measurements for qtr. No. 50/T-II152.13 sqm
14 152.13 2129.82 sqm
C/o TMB/P- Total 2281.95 sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.
1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size)
Add similar qty. for 6 more qtrs. i.e. from qtr no. 58, 60 & 61,69,72 & 73
Extra for concrete work in superstructure above plinth level upto floor V level.Qty. similar to to Agmt. Item No. 1.1 i.e. Qty. B/F vide page-……../TMB
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.
Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall
Qty. similar to E.I./25 i.e. Qty. B/F vide page-……../TMBQty. similar to E.I./25 i.e. Qty. B/F vide page-……../TMB
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Similar qty. B/F vide page-16/M.B. No. 6 (qty 152.13 sqm) Add similar quantity for Qtr No.51 to 61,69, 72 & 73/ T- II
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 7-09-20126.1
Qtr No.50 to 61,69, 72 & 73/ T- II2281.95
sqmC/o TMB/P- Total 2281.95 sqm
Date of Measurement :- 7-09-2012 8.5
T-II qtrs. 6 Nos. i.e. qtr. No.62 to 67 6 1 6.00
C/O TMB/P- Total 6.00 Nos.
Date of Measurement :- 7-09-2012 E.I.1
Measurements for T-II/Qtr No. 621 0.39 0.39 cum
5 0.39 1.95 cum
Total 2.34 cumMeasurements for T-II/Qtr No. 62 AW.C 1 0.84 1.17 0.04 0.04Less for WC Seat 1 0.58 0.44 0.04 -0.01
Total 0.03
5 0.03 0.15
Total 0.18 cumB
C/O TMB/P- TOTAL ( A + B ) 2.52 cum
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepar the surface even and smooth complete.
Qty. similar to Agg. Item No. 7.2 i.e. Qty. B/F vide page-……../TMB
Dismantling of flushing cistern of any size including stacking of usseful materials near the site and disposal of unserviceable materials within 50 metres lead:
Demolishing cement concrete manually/by cechanical means including disposal of material within 50 mtr, lead as per direction of Engineer-in-Charge. 1:3:6 or richer mix.
Similar qty. B/F vide Page-10/M.B. No. 6 (Qty. 0.67 cum) of qtr No. 23/ T-II
Add similar qty. for5 moreT-II qtrs. i.e. qtr. No.63 to 67
Add similar qty. for5 moreT-II qtrs. i.e. qtr. No.63 to 67
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 7.09-2012 8.6
A Measurements for T-II qtr. No.6214.59 sqm
5 14.59 72.95
C/O TMB/P- Total 87.54 sqm
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Similar Qty. B/F vide Page-13/M.B. No. 6 (qty. 14.59 sqm)Add similar qty. for5 more qtrs. i.e. From Qtr. No.63 to 67,
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 9-09-20128.1
8.1.1 1:4:8 or leaner mixMeasurements for qtr. No. 63/T-II
1 1.17 0.84 0.44 0.43 cum
3 0.43 1.30
C/O TMB/P- Total 1.73 cum
Demolishing cement concrete manually/ by mechanical means includinlg disposal of material within 50 metres lead as per direction of Engineer in charge.
Similar qty. B/F vide page-14/M.B. No. 6 (qty. 0.45 cum) i.e for w.c onlyAdd similar qty. for 3 more qtrs. i.e. from qtr no.64,66,67
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 10-09-2012 E.I/25
15mm to 40mm nominal bore
Qty. for qtr. No. Q.No.62/ T-IIFor W.C. 1 1.00 0.15 0.15 mtr
1 1.00 0.80 0.80 mtr1 1.00 0.45 0.45 mtr
For Bath to wash basin 1 1.00 0.10 0.10 mtr1 1.00 0.90 0.90 mtr1 1.00 1.20 1.20 mtr
to shower 1 1.00 0.73 0.73 mtr1 1.00 0.84 0.84 mtr
Kitchen 1 1 0.45 0.45 mtr1 1 0.50 0.50 mtr
Qty. for one qtr Total 6.12 mtrAdd similar qty for 5 more qtrs i.e from 5 6.12 30.60 mtr63 to 67, C/O TMB/P- Total 36.72 mtr.
Dismantling G.I. pipes (concealed work) including excavation after taking out the pipes, manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of Engineer in charge.
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 12-09-2012 E.I/26
15 mm dia nominal bore
Qty. for qtr. No. Q.No.62/ T-IIFor W.C. 1 1.00 0.15 0.15 mtr
1 1.00 0.80 0.80 mtr1 1.00 0.45 0.45 mtr
For Bath to wash basin 1 1.00 0.10 0.10 mtr1 1.00 0.90 0.90 mtr1 1.00 1.20 1.20 mtr
to shower 1 1.00 0.73 0.73 mtr1 1.00 0.84 0.84 mtr
Kitchen 1 1 0.45 0.45 mtr1 1 0.50 0.50 mtr
Qty. for one qtr Total 6.12 mtrAdd similar qty for5 more qtrs i.e from 63 to 67, 5 6.12 30.60 mtr
C/O TMB/P- Total 36.72 mtr.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 20-10-2012 E.I.6
Above plinth level
Measurements for qtr. No. 63/T-IIWC 1 1.17 0.84 0.05 0.05 cum
3 0.05 0.15 cum
C/O TMB/P- Total 0.20 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.
1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)
Add similar qty. for 3 more qtrs. i.e. from qtr no.64,66,67,
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 22-10-2012E.I.7 15mm cement plaster of mix :
1;4 (1 cement : 4 coarse sand)Measurement for qtr. No. 63/T-II 1 1 1.17 0.84 0.98W C Wall 1 2 1.17 0.39 0.91 SqmW C Wall 1 2 0.84 0.39 0.66 Sqm
Total 2.55 Sqm3 2.55 7.65 Sqm
C/o TMB/P- Total 10.20 sqm
Add similar qty. for 3 more qtrs. i.e. from qtr no.64,66,67
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-23-10-2012 10.1
Measurement for 4 qtr. No. 63, 64,66,67 /T-II 10.20 sqm
C/o TMB/P- Total 10.20 sqm
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.
b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment a
Qty. similar to E.I./7 i.e. Qty. B/F vide page-8./TMB
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-24-10-2012 1.1
Measurement for qtr. No. 63/T-II WC 1 1.14 0.81 0.39 0.36 cum
3 0.36 1.08 cum
C/o TMB/P- Total 1.44 cum
Date of Measurement :-24-10-2012 E.I.8
Measurement for qtr. No. 63/T-II 1.44
Total 1.44 cumC/o TMB/P-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.
1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size)
Add similar qty. for 3 more qtrs. i.e. from qtr no.64,66,67,
Extra for concrete work in superstructure above plinth level upto floor V level.
Qty. similar to E.I./7 i.e. Qty. B/F vide page-……../TMB
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-7-01-20138.5
T-II qtrs. 3 Nos. i.e. qtr. No. 68, 70 & 71 3 1 3.00
C/O TMB/P- Total 3.00 Nos.Date of Measurement :-07-01-2013
7.2
Measurements for qtr. No. 62/T-II152.13 sqm
8 152.13 1217.04
C/O TMB/P- Total 1369.17 sqm
Date of Measurement :-07-01-2013E.I.1
Measurements for T-II/Qtr No. 681 0.39 0.39 cum
2 0.39 0.78 cum
Total 1.17 cumMeasurements for T-II/Qtr No. 68 AW.C 1 0.84 1.17 0.04 0.04Less for WC Seat 1 0.58 0.44 0.04 -0.01
Total 0.03
2 0.03 0.06
Total 0.09 cumB
C/O TMB/P- TOTAL ( A + B ) 1.26 cum
Date of Measurement :-07-01-20138.6
A Measurements for T-II/Qtr No. 6814.59 sqm
2 14.59 29.18
C/O TMB/P- Total 43.77 sqm
Dismantling of flushing cistern of any size including stacking of usseful materials near the site and disposal of unserviceable materials within 50 metres lead:
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Similar qty. B/F vide page-16/M.B. No. 6 (qty 152.13 sqm) of qtr No.19/T-IIAdd similar Qty. for 8 more qtrs. i.e. From Qtr. No.63 to 67, 68, 70 & 71
Demolishing cement concrete manually/by cechanical means including disposal of material within 50 mtr, lead as per direction of Engineer-in-Charge. 1:3:6 or richer mix.
Similar qty. B/F vide Page-10/M.B. No. 6 (Qty 0.39 cum) of qtr No. 23/ T-II
Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Similar Qty. B/F vide Page-13/M.B. No. 6 (qty. 14.59 sqm)Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-9-01-20138.1
8.1.1 1:4:8 or leaner mixMeasurements for T-II/Qtr No. 68 1 1.17 0.84 0.44 0.43 cum
2 0.43 0.86
C/O TMB/P- Total 1.29 cum
Date of Measurement :-9-01-2013E.I/25
15mm to 40mm nominal boreMeasurements for T-II/Qtr No. 68For W.C. 1 1 0.15 0.15
1 1 0.80 0.801 1 0.45 0.45
For Bath to wash basin 1 1 0.10 0.101 1 0.90 0.901 1 1.20 1.20
to shower 1 1 0.73 0.731 1 0.84 0.84
Total 5.172.00 5.17 10.34
C/o TMB/P- Total 15.51 mtr
Demolishing cement concrete manually/ by mechanical means includinlg disposal of material within 50 metres lead as per direction of Engineer in charge.
Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Dismantling G.I. pipes (concealed work) including excavation after taking out the pipes, manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of Engineer in charge.
Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 11-01-2013 E.I.6
Above plinth level
Measurements for T-II/Qtr No. 68WC 1 1.17 0.84 0.05 0.05 cum
2 0.05 0.10 cum
C/O TMB/P- Total 0.15 cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.
1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size)
Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 12-01-2013 E.I.7 15mm cement plaster of mix :
1;4 (1 cement : 4 coarse sand)Measurements for T-II/Qtr No. 68 1 1 1.17 0.84 0.98W C Wall 1 2 1.17 0.39 0.91 SqmW C Wall 1 2 0.84 0.39 0.66 Sqm
Total 2.552 2.55 5.10
C/o TMB/P- Total 7.65 sqmA
Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 14-01-2013 10.1
Measurement for qtr. No. 68,70 & 71/T-II 7.65 sqm
C/o TMB/P- Total 7.65 sqm
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :
a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.
b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment a
Qty. similar to E.I./7 i.e. Qty. B/F videThis Page mark 'A' above /TMB
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 15-01-2013 1.1
Measurements for T-II/Qtr No. 68
WC 1 1.14 0.81 0.39 0.36 cum2 0.36 0.72 cum
C/o TMB/P- Total 1.08 cum
Date of Measurement :- 15-01-2013 E.I.8
Measurement for qtr. No. 51/T-II 1.08
Total 1.08 cumC/o TMB/P-
Date of Measurement :- 15-01-2013 6.1
A Measurements for T-II/Qtr No. 62152.13 sqm
8 152.13 1217.04
C/O TMB/P- Total 1369.17 sqm
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.
1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size)
Add similar qty. for 2 more qtrs. i.e from block No.70 to 71 except small room
Extra for concrete work in superstructure above plinth level upto floor V level.
Qty. similar to to Agmt. Item No. 1.1 i.e. Qty. B/F vide page-……../TMB
Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepar the surface even and smooth complete.
Similar qty. B/F vide page-16/M.B. No. 6 (qty 152.13 sqm) of qtr No.19/T-IIAdd similar qty. for 2 more qtrs. i.e from block No.63 to 67,68,70 & 71
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-15-01-2013 7.4
7.4.1 One more coats on old work.A T-II Qtr no. 85
66.89
23 66.89 1538.47
C/o TMB/P- 1605.36 A
Date of Measurement :-15-01-2013 E.I.2
Qty. B/F vide page-9/MB-4 item No. 8.4 10.37Qty. B/F vide page-34/MB-5 item No. 8.1 30.24
C/o TMB/P- Total 30.24 cum
Date of Measurement :-15-01-2013 Item No.
T-II Block no. 56 to 61Entrance risers 1 3 1.19 0.16 0.57 sqm1st flight 1 10 1.06 0.16 1.70 sqm2nd flight 1 6 0.98 0.16 0.94 sqm3rd flight 1 8 1.04 0.15 1.25 sqm4th flight 1 8 1.03 0.16 1.32 sqm5th flight 1 8 1.03 0.16 1.32 sqm6th flight 1 9 1.01 0.16 1.45 sqm
8.554 8.55 34.19
C/O TMB/P- 42.74
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Similar qty. B/F vide page-28/M.B. No. 6 (Qty. 66.89 sqm)Add similar qty. For 23 more qtrs. i.e. from block No. 51 to 73
Carriage of material by mechanical transport including loading, unloading and stacking
Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing
Add similar qty for 3 more blocks i.e block no. 50 to 55, 62 to 67 & 68 to 73
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-15-01-2013 S.I. 3
T-II Block no. 56 to 61starting from mumty 1 1 2.42 0.10 0.24 sqm
1 1 0.22 0.10 0.02 sqm1 1 1.1 0.10 0.11 sqm1 1 0.32 0.10 0.03 sqm1 1 0.56 0.10 0.06 sqm2 1 0.14 0.10 0.03 sqm
VI th flight 7 2 0.1 0.17 0.24 sqm7 2 0.26 0.10 0.36 sqm1 1 0.11 0.10 0.01 sqm1 1 0.25 0.10 0.03 sqm1 1 0.19 0.10 0.02 sqm
VI th flight 1 1 0.96 0.10 0.10 sqm1 1 2.16 0.10 0.22 sqm1 1 1.48 0.10 0.15 sqm1 1 0.47 0.10 0.05 sqm2 1 0.18 0.10 0.04 sqm7 2 0.26 0.10 0.36 sqm7 2 0.10 0.17 0.24 sqm
V th flight 1 1 2.11 0.10 0.21 sqm1 1 0.67 0.10 0.07 sqm1 1 0.43 0.10 0.04 sqm2 1 0.12 0.10 0.02 sqm2 7 0.26 0.10 0.36 sqm2 7 0.10 0.17 0.24 sqm
IV th flight 1 1 0.96 0.10 0.10 sqm1 1 2.12 0.10 0.21 sqm1 1 1.47 0.10 0.15 sqm1 1 0.48 0.10 0.05 sqm2 1 0.10 0.17 0.03 sqm2 7 0.26 0.10 0.36 sqm2 7 0.10 0.17 0.24 sqm
III rd flight 1 1 2.11 0.10 0.21 sqm1 1 1.11 0.10 0.11 sqm1 1 0.93 0.10 0.09 sqm2 1 0.10 0.17 0.03 sqm2 5 0.26 0.10 0.26 sqm2 5 0.10 0.17 0.17 sqm
II nd flight 1 1 1.11 0.10 0.11 sqm1 1 2.11 0.10 0.21 sqm1 1 1.18 0.10 0.12 sqm1 1 0.22 0.10 0.02 sqm2 1 0.10 0.17 0.03 sqm2 9 0.26 0.10 0.47 sqm2 9 0.10 0.17 0.31 sqm2 1 0.12 0.10 0.02 sqm
I st flight 1 1 2.11 0.10 0.21 sqm1 1 0.51 0.10 0.05 sqm1 1 0.55 0.10 0.06 sqm1 1 0.35 0.10 0.03 sqm
Porch 1 1 2.49 0.10 0.25 sqm1 1 1.00 0.10 0.10 sqm1 1 2.91 0.10 0.29 sqm1 1 1.2 0.10 0.12 sqm
Qty. for one block Total 7.66 sqmAdd similar qty for 3 more blocks i.e 3 7.66 22.99 sqmblock no. 50 to 55, 62 to 67 & 68 to 73
Total 30.65 sqm (A)
Kota stone slabs 15 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing
Item No. Description of Item No. Length Width Depth Quantity Unit
T-II Block no. 74to 79starting from mumty 1 1 2.42 0.10 0.24 sqm
1 1 0.22 0.10 0.02 sqm1 1 1.1 0.10 0.11 sqm1 1 0.32 0.10 0.03 sqm1 1 0.56 0.10 0.06 sqm2 1 0.14 0.10 0.03 sqm
VI th flight 7 2 0.1 0.17 0.24 sqm7 2 0.26 0.10 0.36 sqm1 1 0.11 0.10 0.01 sqm1 1 0.25 0.10 0.03 sqm1 1 0.19 0.10 0.02 sqm
VI th flight 1 1 0.96 0.10 0.10 sqm1 1 2.16 0.10 0.22 sqm1 1 1.48 0.10 0.15 sqm1 1 0.47 0.10 0.05 sqm2 1 0.18 0.10 0.04 sqm7 2 0.26 0.10 0.36 sqm7 2 0.10 0.17 0.24 sqm
V th flight 1 1 2.11 0.10 0.21 sqm1 1 0.67 0.10 0.07 sqm1 1 0.43 0.10 0.04 sqm2 1 0.12 0.10 0.02 sqm2 7 0.26 0.10 0.36 sqm2 7 0.10 0.17 0.24 sqm
IV th flight 1 1 0.96 0.10 0.10 sqm1 1 2.12 0.10 0.21 sqm1 1 1.47 0.10 0.15 sqm1 1 0.48 0.10 0.05 sqm2 1 0.10 0.17 0.03 sqm2 7 0.26 0.10 0.36 sqm2 7 0.10 0.17 0.24 sqm
III rd flight 1 1 2.11 0.10 0.21 sqm1 1 1.11 0.10 0.11 sqm1 1 0.93 0.10 0.09 sqm2 1 0.10 0.17 0.03 sqm2 5 0.26 0.10 0.26 sqm2 5 0.10 0.17 0.17 sqm
II nd flight 1 1 1.11 0.10 0.11 sqm1 1 2.11 0.10 0.21 sqm1 1 1.18 0.10 0.12 sqm1 1 0.22 0.10 0.02 sqm2 1 0.10 0.17 0.03 sqm2 9 0.26 0.10 0.47 sqm2 9 0.10 0.17 0.31 sqm2 1 0.12 0.10 0.02 sqm
I st flight 1 1 2.11 0.10 0.21 sqm1 1 0.51 0.10 0.05 sqm1 1 0.55 0.10 0.06 sqm1 1 0.35 0.10 0.03 sqm
Porch 1 1 2.49 0.10 0.25 sqm1 1 1.00 0.10 0.10 sqm1 1 2.91 0.10 0.29 sqm1 1 1.2 0.10 0.12 sqm
Qty. for one block Total 7.66 sqmsqm
Add similar qty for 1 more block i.e 80 1 7.66 7.66 sqmto 85
15.32 B
Type-I 86 to 91 starting from mumty 1 1 2.52 0.10 0.25 sqm1 1 0.18 0.10 0.02 sqm1 1 0.28 0.10 0.03 sqm1 1 1.2 0.10 0.12 sqm
Item No. Description of Item No. Length Width Depth Quantity Unit
1 1 0.54 0.10 0.05 sqm1 1 0.83 0.10 0.08 sqm2 0.09 0.10 0.00 sqm2 7 0.25 0.10 0.35 sqm2 7 0.1 0.17 0.24 sqm
VI th flight 1 1 0.79 0.10 0.08 sqm2 1 0.19 0.10 0.04 sqm1 1 1.76 0.10 0.18 sqm1 1 0.85 0.10 0.09 sqm1 1 0.1 0.17 0.02 sqm2 6 0.25 0.10 0.30 sqm2 6 0.1 0.17 0.20 sqm1 1 2.19 0.10 0.22 sqm1 1 1.76 0.10 0.18 sqm1 1 0.85 0.10 0.09 sqm2 1 0.17 0.10 0.03 sqm2 6 0.25 0.10 0.30 sqm2 6 0.17 0.10 0.20 sqm1 1 2.12 0.10 0.21 sqm
V th flight 1 1 2.19 0.10 0.22 sqm1 1 0.55 0.10 0.06 sqm1 1 0.12 0.10 0.01 sqm1 1 0.58 0.10 0.06 sqm2 1 0.1 0.13 0.03 sqm2 6 0.1 0.17 0.20 sqm1 1 0.25 0.10 0.03 sqm1 1 0.12 0.10 0.01 sqm1 1 0.17 0.10 0.02 sqm
IV th flight 1 1 0.85 0.10 0.09 sqm1 1 2.18 0.10 0.22 sqm1 1 1.59 0.10 0.16 sqm1 1 0.24 0.10 0.02 sqm1 1 0.62 0.10 0.06 sqm2 1 0.1 0.17 0.03 sqm2 6 0.25 0.10 0.30 sqm2 6 0.1 0.17 0.20 sqm2 1 0.13 0.10 0.03 sqm
III rd flight 1 1 2.16 0.10 0.22 sqm1 1 0.1 0.10 0.01 sqm1 1 1.19 0.10 0.12 sqm1 1 1.22 0.10 0.12 sqm2 1 0.1 0.17 0.03 sqm2 6 0.25 0.10 0.30 sqm2 6 0.1 0.17 0.20 sqm
II nd flight 1 1 0.77 0.10 0.08 sqm1 1 2.16 0.10 0.22 sqm1 1 1.19 0.10 0.12 sqm1 1 0.32 0.10 0.03 sqm2 1 0.1 0.17 0.03 sqm2 8 0.25 0.10 0.40 sqm2 8 0.1 0.17 0.27 sqm2 1 0.1 0.13 0.03 sqm
I st flight 1 1 2.16 0.10 0.22 sqm1 1 0.32 0.10 0.03 sqm1 1 0.34 0.10 0.03 sqm1 1 0.27 0.10 0.03 sqm
Porch 1 1 2.96 0.10 0.30 sqm1 1 0.27 0.10 0.03 sqm1 1 0.97 0.10 0.10 sqm1 1 2.42 0.10 0.24 sqm1 1 1.1 0.10 0.11 sqm1 1 0.84 0.10 0.08 sqm
Qty. for one block Total 8.36 sqmAdd similar qty for 5 more blocks i.e block no. 44 to 49, & 92 to 115 5 8.36 41.80 sqm
Item No. Description of Item No. Length Width Depth Quantity Unit
(B)50.16 C
C/O TMB/P- (A+B+C) Total 96.13 sqm
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-16-01-2013 E.I/28 12mm cement plaster of mix :
1:6 (1 cement:6 fine sand)Block no. 80 to 85 Back side boundary wall 1 1 4.55 1.2 5.46 sqm
1 1 7.47 1.2 8.96 sqmBlock no. 68 to 73 Back side boundary wall 1 1 0.4 1.29 0.52 sqm
1 1 0.51 1.29 0.66 sqm1 1 2.2 1.32 2.90 sqm1 1 5.61 1.24 6.96 sqm1 1 4.2 0.4 1.68 sqm1 1 1.4 1 1.40 sqm
C/O TMB/P- Total 28.54 sqm
Date of Measurement :-16-01-2013 E.I/27 15mm cement plaster of mix :
1:4 (1 cement:6 fine sand)Block no. 68 to 73 Back side boundary wall 1 1 0.12 1.29 0.15 sqm
1 1 1.23 1.25 1.54 sqmQtr no 20 to 25 Boundary wall 1 1 0.48 1.15 0.55 sqm
1 1 0.12 1.15 0.14 sqm1 1 1.76 1.17 2.06 sqm2 1 0.12 1.17 0.28 sqm1 1 1.52 1.17 1.78 sqm1 2 0.12 1.17 0.28 sqm1 1 0.25 1.17 0.29 sqm1 1 1.48 1.17 1.73 sqm1 1 0.27 1.17 0.32 sqm2 1 0.12 1.17 0.28 sqm1 1 0.12 1.17 0.14 sqm1 1 0.06 1.17 0.07 sqm1 1 1.56 1.17 1.83 sqm2 1 0.06 1.17 0.14 sqm1 1 0.24 1.17 0.28 sqm1 1 1.49 1.17 1.74 sqm2 1 0.06 1.17 0.14 sqm1 1 0.24 1.17 0.28 sqm1 1 1.30 1.17 1.52 sqm1 1 0.06 1.17 0.07 sqm1 1 0.23 1.17 0.27 sqm
C/O TMB/P- Total 15.88 sqm
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 17-01-2013 E.I/25
15mm to 40mm nominal bore
Qty. for qtr. No. Q.No.68/ T-IIFor W.C. 1 1.00 0.15 0.15 mtr
1 1.00 0.80 0.80 mtr1 1.00 0.45 0.45 mtr
For Bath to wash basin 1 1.00 0.10 0.10 mtr1 1.00 0.90 0.90 mtr1 1.00 1.20 1.20 mtr
to shower 1 1.00 0.73 0.73 mtr1 1.00 0.84 0.84 mtr
Kitchen 1 1 0.45 0.45 mtr1 1 0.50 0.50 mtr
Qty. for one qtr Total 6.12 mtrAdd similar qty for 2 more qtrs i.e from 2 6.12 12.24 mtr72 & 73C/O TMB/P- Total 18.36 mtr.
Date of Measurement :- 17-01-2013 6.2
6.2.1
B Measurements for qtr. No. 50/T-II 152.13
23 152.13 3498.99
C/o TMB/P- TOTAL 3651.12 sqm
Dismantling G.I. pipes (concealed work) including excavation after taking out the pipes, manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of Engineer in charge.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.New work (Two or more coats) over and including priming coat with cement primer.
Qty. similar to aggrement item No. 6.1 i.e. Qty. B/F vide page-……../TMBAdd similar qty. For 23 more qtrs. i.e. from Qtr. No. 51 to 73
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 31-1-2013 E.I/26
15 mm dia nominal bore
Qty. for qtr. No. Q.No.68/ T-IIFor W.C. 1 1.00 0.15 0.15 mtr
1 1.00 0.80 0.80 mtr1 1.00 0.45 0.45 mtr
For Bath to wash basin 1 1.00 0.10 0.10 mtr1 1.00 0.90 0.90 mtr1 1.00 1.20 1.20 mtr
to shower 1 1.00 0.73 0.73 mtr1 1.00 0.84 0.84 mtr
Kitchen 1 1 0.45 0.45 mtr1 1 0.50 0.50 mtr
Qty. for one qtr Total 6.12 mtrAdd similar qty for 2 more qtrs i.e from 2 6.12 12.24 mtr 70 & 71C/O TMB/P- Total 18.36 mtr.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.
Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 2-02-2013 Item No.
Old work (one or more coats)Qtr NO. 68 T-II Bathroom Ceiling 1 1 1.44 1.05 1.51 sqmGF walls 2 1 1.44 0.51 1.47 sqm
2 1 1.05 0.51 1.07 sqmWC ceiling 1 1 1.17 0.89 1.04 sqm
2 1 1.17 1.47 3.44 sqm2 1 0.89 1.47 2.62 sqm
Kitchen ceiling 1 1 2.33 1.60 3.73 sqmWalls 2 1 2.33 2.76 12.86 sqm
2 1 1.60 2.76 8.83 sqmTiles -0.5 1 0.83 2.03 -0.84 sqm
-1 1 2.33 1.75 -4.08 sqm-1 1 1.60 0.75 -1.20 sqm-1 1 0.60 0.75 -0.45 sqm
-0.5 1 0.60 0.42 -0.13 sqmshelves 2 2 2.33 0.31 2.89 sqm
qty. for one qtr. 32.76 sqmAdd similar qty.for 31 more qtrs i.e From Blockno. 14 to 25 and 50 to 85 exceptqtr. No 16,19,22,25,52,55,58,61,64,67,70,73 31 32.76 1015.56 sqm76,79,82 and 85 1048.32 A
Old work (one or more coats)Qtr NO. 19 T-II Bathroom Ceiling 1 1 1.44 1.05 1.51 sqmGF walls 2 1 1.44 0.75 2.16 sqm
2 1 1.05 0.75 1.58 sqmWC ceiling 1 1 1.17 0.89 1.04 sqm
2 1 1.17 1.94 4.54 sqm2 1 0.89 1.94 3.45 sqm
Kitchen ceiling 1 1 2.33 1.60 3.73 sqmWalls 2 1 2.33 2.25 10.49 sqm
2 1 1.60 2.25 7.20 sqmTiles -0.5 1 0.83 2.03 -0.84 sqm
-1 1 2.33 1.75 -4.08 sqm-1 1 1.60 0.75 -1.20 sqm-1 1 0.60 0.75 -0.45 sqm
-0.5 1 0.60 0.42 -0.13 sqmshelves 2 2 2.33 0.31 2.89 sqm
qty. for one qtr. 31.89 sqmAdd similar qty.for 15 more qtrs i.e qtr. No 16,19,22,25,52,55,58,61,64,67,70,73 15 32.76 491.40 sqm76,79,82 and 85 523.29 B
Type-I Qtr No. 87 ceiling 1 1 1.44 1.18 1.70 sqmBathroom walls 2 1 1.44 0.49 1.41 sqm
2 1 1.18 0.49 1.16 sqmWC 1 1 1.17 0.89 1.04 sqm
2 1 1.17 1.40 3.28 sqm2 1 0.89 1.40 2.49 sqm
Kitchen 1 1 2.26 1.65 3.73 sqm2 1 2.26 2.75 12.43 sqm2 1 1.65 2.75 9.08 sqm-1 1 2.26 0.75 -1.69 sqm-1 1 1.65 0.75 -1.24 sqm-1 1 0.60 0.75 -0.45 sqm
-0.5 1 0.83 2.03 -0.84 sqm-0.5 1 1.20 0.42 -0.25 sqm
White washing with lime to give an even shade :
Item No. Description of Item No. Length Width Depth Quantity Unit
shelves 2 2 2.26 0.31 2.80 sqmqty. for one qtr. 34.64 sqmAdd similar qty.for 47 more qtrs i.e From Blockno. 26 t0 49 and 86 to 121 exceptqtr. No 28,31,34,37,40,43,46,49,88,91, 31 34.64 1073.84 sqm94,97,100,103,16,109,112,115,118 &121 1108.48 C
Type-I Qtr No. 121 ceiling 1 1 1.44 1.18 1.70 sqmBathroom walls 2 1 1.44 0.75 2.16 sqm
2 1 1.18 0.75 1.77 sqmWC 1 1 1.17 0.89 1.04 sqm
2 1 1.17 1.94 4.54 sqm2 1 0.89 1.94 3.45 sqm
Kitchen 1 1 2.26 1.65 3.73 sqm2 1 2.26 2.25 10.17 sqm2 1 1.65 2.25 7.43 sqm-1 1 2.26 0.75 -1.69 sqm-1 1 1.65 0.75 -1.24 sqm-1 1 0.60 0.75 -0.45 sqm
-0.5 1 0.83 2.03 -0.84 sqm-0.5 1 1.20 0.42 -0.25 sqm
shelves 2 2 2.26 0.31 2.80 sqmqty. for one qtr. 34.31 sqmAdd similar qty.for 15 more qtrs qtr. No 28,31,34,37,40,43,46,49,88,91, 15 34.64 519.60 sqm94,97,100,103,16,109,112,115,118 &121 553.91 D
Type-III Bathroom ceiling 1 1 1.29 1.11 1.43 sqmwalls 2 1 1.29 0.49 1.26 sqmwalls 2 1 1.11 0.49 1.09 sqmWC ceiling 1 1 1.21 0.82 0.99 sqmwall 2 1 1.21 1.47 3.56 sqm
2 1 0.82 1.47 2.41 sqmKitchen ceiling 1 1 2.26 1.6 3.62 sqmwalls 2 1 2.26 2.75 12.43 sqm
2 1 1.6 2.75 8.80 sqm-2 1 2.26 0.75 -3.39 sqm-1 1 1.65 0.75 -1.24 sqm-1 1 0.6 0.75 -0.45 sqm
-0.5 1 0.83 2.03 -0.84 sqm-0.5 1 1.2 0.42 -0.25 sqm
Shelves 2 2 2.26 0.31 2.80 sqmqty. for one qtr. 32.22 sqmAdd similar qty.for qtr. No 11,12 &13 qtr. No 28,31,34,37,40,43,46,49,88,91, 3 32.22 96.66 sqm94,97,100,103,16,109,112,115,118 &121 128.88 E
Type-II 56 to 61 starting from mumty ceiling 1 1 2.17 1.25 2.71 sqm1 1 2.17 2.20 4.77 sqm2 1 1.25 2.20 5.50 sqm-1 0.5 0.90 2.00 -0.90 sqm1 1 1.10 0.70 0.77 sqm
ceiling 1 1 2.75 2.17 5.97 sqm2.2+2.25)/2 1 1 2.75 2.23 6.13 sqmRCC wall 2.08+2.35)/2 1 1 2.22 0.49 1.09 sqm
1 1 0.38 0.57 0.22 sqmVIth landing ceiling 1 1 0.83 2.17 1.80 sqmwall 2 1 0.85 2.25 3.82 sqm2.75+2.5)/2, (2.25+5.25)/2 1 1 2.63 3.75 9.84 sqmRCC wall 1 1 1.00 1.27 1.27 sqm
1 1 2.00 0.99 1.98 sqm1 1 2.58 0.55 1.42 sqm
Vth landing ceiling 1 1 2.15 1.25 2.69 sqm
Item No. Description of Item No. Length Width Depth Quantity Unit
walls 1 1 2.15 2.84 6.11 sqm2 1 1.25 2.84 7.10 sqm-2 0.5 0.97 2.00 -1.94 sqm
ceiling waist slab 1 1 2.45 1.10 2.70 sqmwall 2.69+2.65)2 1 1 2.45 2.67 6.54 sqmRCC wall 1 1 2.30 0.49 1.13 sqmIvth flight landing 1 1 0.12 1.10 0.13 sqm
1 1 1.20 2.17 2.60 sqm2 1 1.20 2.65 6.36 sqm1 1 2.17 0.98 2.13 sqm
waist slab ceiling 1 1 2.45 1.09 2.67 sqmRCC wall 1 1 1.36 1.06 1.44 sqmwall 2.65+2.44)2 1 1 2.45 2.55 6.24 sqmRCC wall 1 1 2.45 0.49 1.20 sqmceiling 1 1 2.16 1.27 2.74 sqm3rd landing 1 1 2.16 2.84 6.13 sqm
2 1 1.25 2.84 7.10 sqm-2 0.5 0.97 2.00 -1.94 sqm
Landing ceiling 1 1 2.35 1.10 2.59 sqmRCC wall 1 1 1.25 0.98 1.23 sqm
1 1 0.66 0.68 0.45 sqm1 1 1.75 0.49 0.86 sqm
wall 1 1 0.66 0.68 0.45 sqm1 1 1.75 0.49 0.86 sqm
wall 2.58+1.92)/2 1 1 2.35 2.25 5.29 sqmlanding ceiling 1 1 2.17 1.35 2.93 sqm
2 1 1.35 2.27 6.13 sqm1 1 2.17 0.94 2.04 sqm
Waist slab ceiling 1 1 2.45 1.1 2.70 sqmRCC wall 1 1 1.31 1.04 1.36 sqm
1 1 3.1 0.49 1.52 sqmwall 2.92+2.27)/2 1 1 2.45 2.60 6.37 sqmceiling 1 1 2.17 1.27 2.76 sqm
2 1 1.25 2.84 7.10 sqmDoors -2 1 0.97 2 -3.88 sqm
1 1 2.17 2.84 6.16 sqmwaist slab ceiling 1 1 2.45 1.1 2.70 sqmRCC wall 1 1 2.37 1.07 2.54 sqm
1 1 2.45 2.49 6.10 sqm1 1 2.88 1.1 3.17 sqm
ceiling 1 1 0.5 1.1 0.55 sqmwalls 1 1 0.5 1.9 0.95 sqm
1 1 1.1 1.9 2.09 sqm0.5 1 2.41 1.9 2.29 sqm
ceiling 1 1 1.54 0.96 1.48 sqm1 1 1.54 0.90 1.39 sqm
wall 1 1 0.56 1.9 1.06 sqmqty. for one block 178.73 sqmAdd similar qty.for 7 more Blocks block no. 14 to25 ,50to55 and 62 to 85 7 178.73 1251.11 sqm
1429.84 F
Type-I starting from mumty ceiling 1 1 2.19 1.25 2.74 sqmwalls 2 1 1.25 2.24 5.60 sqmdoors -2 0.5 0.9 1.98 -1.78 sqm
1 1 2.19 2.24 4.91 sqm
Item No. Description of Item No. Length Width Depth Quantity Unit
RCC walls 1 1 1.2 0.79 0.95 sqm1 1 0.56 0.72 0.40 sqm1 1 1.93 0.52 1.00 sqm
ceiling taper mumty 1 1 2.69 2.19 5.89 sqmwalls 2.63+2.69)2, 1.99+2.24)2 1 1 2.66 2.12 5.63 sqmceiling 1 1 2.17 1.00 2.17 sqmwalls 1 1 2.17 2.16 4.69 sqm
2 1 1.00 2.16 4.32 sqmwall 2.16+5.00)2 1 1 2.69 3.58 9.63 sqmRCC wall 1 1 1.09 1.34 1.46 sqm
1 1 1.72 1.10 1.89 sqm1 1 0.58 0.82 0.48 sqm1 1 1.87 0.57 1.07 sqm
ceiling landing 1 1 2.17 2.30 4.99 sqmwall 1 1 2.17 2.72 5.90 sqm
2 1 1.30 2.72 7.07 sqm-2 0.5 0.95 2.00 -1.90 sqm
RCC wall 1 1 0.21 0.97 0.20 sqm1 1 2.56 0.61 1.56 sqm1 1 1.27 1.16 1.47 sqm
waist slab ceiling 1 1 2.40 1.08 2.59 sqmwall 2.67+2.34)2 1 1 2.40 2.51 6.01 sqmceiling 1 1 2.14 1.6 3.42 sqmlanding wall 1 1 2.14 0.91 1.95 sqm
2 1 1.6 2.65 8.48 sqm1 1 2.55 1.58 4.03 sqm
RCC wall 1 1 1.16 1.06 1.23 sqm1 1 2.48 0.62 1.54 sqm
2.65+2.00)2 1 1 2.55 2.33 5.94 sqmceiling landing 1 1 2.16 1.24 2.68 sqm
1 1 2.16 2.7 5.83 sqm2 1 1.24 2.7 6.70 sqm-2 0.5 0.95 2 -1.90 sqm
Slab ceiling 1 1 2.52 1.12 2.82 sqmRCC wall 1 1 1.00 1.11 1.11 sqm
1 1 0.7 0.87 0.61 sqm1 1 1.8 0.58 1.04 sqm
wall 2.70+1.89)2 1 1 2.52 2.30 5.80 sqmlanding 1 1 2.14 1.53 3.27 sqmwalls 1 1 2.14 0.79 1.69 sqm
2 1 1.53 2.23 6.82 sqm1 1 2.37 1.11 2.63 sqm
RCC walls 1 1 1.25 1.06 1.33 sqm1 1 2.85 0.58 1.65 sqm
walls 2.23+2.29)2 1 1 2.37 2.26 5.36 sqmlanding ceiling 1 1 1.25 2.15 2.69 sqmwalls 2 1 1.25 2.70 6.75 sqm
-2 0.5 0.95 2.00 -1.90 sqmwalls 1 1 2.19 2.70 5.91 sqmwaist slab ceiling 1 1 1.85 1.09 2.02 sqm
1 1 0.63 1.09 0.69 sqmRCC wall 1 1 2.14 1.13 2.42 sqm
1 1 0.63 2.70 1.70 sqmwall 2.70+1.85)2 1 1 1.83 2.28 4.16 sqmceiling 1 1 1.58 1.06 1.67 sqm
1 1 1.58 1.85 2.92 sqm1 1 0.80 1.85 1.48 sqm
Below waist slab 1 1 1.12 1.85 2.07 sqm1 0.5 2.38 1.85 2.20 sqm
waist slab ceiling 1 1 2.90 1.05 3.05 sqmqty. for one block 188.07 sqmAdd similar qty.for 9 more Blocks block no. 26 to49 ,86to121 9 188.07 1692.63 sqm
1880.70 G
Item No. Description of Item No. Length Width Depth Quantity Unit
C/O TMB/P- Total 6673.41 sqm
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-8-02-2013 Providing and fixing 1mm thick M.S. sheet
door with frame of 40x40x6 mm angle iron and3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete,including applying a priming coat of approvedsteel primer.Using flats 30x6 mm for diagonal bracesand central cross piece.
Block no. 2 to 5 1 1 0.88 1.94 1.71 sqm1 1 0.88 1.94 1.71 sqm
Block no. 6 to 9 1 1 0.88 1.99 1.75 sqm1 1 0.90 1.94 1.75 sqm
Block no. 10 to 13 1 1 0.81 2.00 1.62 sqmBlock no. 110 to 115 1 1 0.82 1.93 1.58 sqmBlock no. 26 to 31 1 1 0.80 2.00 1.60 sqm
1 1 0.80 1.96 1.57 sqmBlock no. 86 to 91 1 1 0.80 2.00 1.60 sqmBlock no. 14 to 19 1 1 0.80 1.90 1.52 sqm
1 1 0.80 1.94 1.55 sqmBlock no. 44 to 49 1 1 0.83 1.94 1.61 sqm
1 1 0.825 1.94 1.60 sqmBlock no. 49 to 54 1 1 0.84 1.9 1.60 sqmBlock no. 38 to 43 1 1 0.835 1.935 1.62 sqm
1 1 0.83 1.92 1.59 sqmBlock no. 49 to 54 1 1 0.83 1.91 1.59 sqmBlock no. 56 to 61 1 1 0.81 1.99 1.61 sqm
1 1 0.83 2.02 1.68 sqmC/O TMB/P- Total 30.84 sqm
Date of Measurement :-8-02-2013 E.I/18
15 mm nominal bore.For showersT-II qtr.no. 50 to 73 24 1 24.00
C/o TMB/P- Total 24.00 Nos.
Item No.4.1
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :-8-02-2013 E.I.29
For frame of mumty doorsAngle 50x5mmBlock no. 44 to 49 1 2 1.96 3.92 mtr
1 1 1.09 1.09 mtr1 2 2.01 4.02 mtr1 1 1.07 1.07 mtr
Block no. 49 to 54 1 2 1.93 3.86 mtr1 1 1.08 1.08 mtr1 2 2.00 4.00 mtr1 1 1.03 1.03 mtr
Block no. 38 to 43 1 2 2.02 4.04 mtr1 1 1.04 1.04 mtr1 2 2.00 4.00 mtr1 1 1.04 1.04 mtr
Block no. 56 to 61 1 2 2.06 4.12 mtr1 1 1.02 1.02 mtr1 2 2.10 4.20 mtr1 1 1.07 1.07 mtr
40.60 mtr
40.60 @ 3.75 152.25 KgKg/m
C/O TMB/P- Total 152.25 Kg
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 11-03-20135.5
A T-II Qtr no. 50 14.59
23 14.59 335.57
C/o TMB/P- Total 350.16 A
Date of Measurement :- 11-03-201310.2
a)
b)
c)
d)
e)
10.2.1
T-II measurement for block no. 50 to 55 1 1 3.13 2.24 7.01 sqmAdd similar qty for three more blocks56 to 73 3 7.01 21.03 sqm
C/o TMB/P- 28.04 E
Providing and fixing first quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be speified by the manufacture) of approved make in all colour, shade except burgundy, bottle green, black of and size as dados over 12mm thick bed of ceme
Similar qty. B/F vide page-27/M.B. No. 6 (Qty. 14.59)Add similar qty. For 23 more qtrs. i.e. from block No. 51 to 73
Providing and laying intergral cement based of surface as required for treatment of roofs, balconies, terraces etc. consisting of following operations:
Applying a slurry coat of neat cemnt using 2.75kg/sqm. Of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer in charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface be
Laying brick bats with mortar using broken brick/brick bats 25mm to 115mm size with 50%of cement mortar 1:5(1 cement :5 coarse sand) admixed with water proofing compund conforming to IS:2645 and approved by Engineer in charge over 20mm thick layer of ceme
After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm. Of cement admixed with water proofing compound conforming to IS: 2645 and approaved by Enginer in charge.
Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1cement :4 coarse sand) admixed with water proofing compound conforming to IS:2645 and approved by Engineer in charge including laying glass fibra cloth of approved quality in to la
The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as direction and specified by the Engineer in Charge.
With average thickness of 120mm and minimum thickness at khurra as 65mm.
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 11-03-20139.1 Providing and fixing stainless steel…9.1.2 Kitchen sikn without drain board9.1.2.1 610x510mm bowl depth 200mm
T-II qtrs 12 Nos. i.e. from 74 to 85 18 1 18.00C/o TMB/P- Total 18.00 Nos.
Date of Measurement :- 11-03-2013 E.I/11
40 mm wide and 4 mm thick.A T-II Qtr no.50
18.77
23 18.77 431.71
C/o TMB/P- Total 450.48 B
Date of Measurement :- 11-03-2013 5.1
5.1.1 Ordinary cement without any pigment.A T-II Qtr no. 50
9.88 sqm
0.93 sqm
Total 10.81 sqm
23 10.81 248.63 sqm
C/o TMB/P- Total 259.44 sqm
Date of Measurement :- 11-03-2013 5.2
5.2.1
B T-II Qtr no. 50 1.10
23 1.10 25.30
C/o TMB/P- TOTAL 26.40 sqm
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
Similar qty. B/F vide page-29/M.B. No. 8 (Qty. 18.77 mtr) of Qtr No.85Add similar qty. For 23 more qtrs. i.e. from block No. 51 to 73
40mm thick marble marble chips flooring, rubbed and polished to granolithic finish, under layer 31mm thick cement concrete 1;2;4 ( 1 cement :2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and tp layer 9mm thick with white, black, chocolate,
Similar qty. B/F vide page-25/M.B. No. 6 (Qty. 9.88 sqm) i.e qty for big room of Qtr No. 23 /T-II
Similar qty. B/F vide page-26/M.B. No. 6 (Qty 0.93 sqm) i.e qty for w.c
Add similar qty. For 23 more qtrs. i.e. from block No. 51 to 73
Marble chips skirting (upro 30 cm height) rubbed and polished to granolithic finish top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from smallest to 4 mm nominal size laid I cement marbel powder mix 3:1( 3 cem
18mm thick under layer 12mm thick I cement plaster 1;3 ( 1 cement :3 coarse)
Similar qty. B/F vide page-26/M.B. No. 6 (Qty. 1.10 mtr) i.e for big room of Qrtr. 23/ T-II
Add similar qty. For 23 more qtrs. i.e. from block No. 51 to 73
Item No. Description of Item No. Length Width Depth Quantity Unit
Date of Measurement :- 11-03-2013 9.2
9.2.1 Orissa pattern W.C. pan of size 580x440mmT-II/ 50 to 73 24 1 24.00 Nos.
C/o TMB/P- 24.00 Nos.
Date of Measurement :- 11-03-2013 9.3
9.3.1 10 ltr capacity - white.T-II/Qtrs. 50 to 73 24 1 24.00
C/o TMB/P- Total 24.00 Nos.
Providing and fixing white vitreous china water closet squatting pan (Indian type)
Providing and fixing PVC low level flushing cistren manually controlled device (handle lever) conforming to IS:7231 with all fitting and fixtures completes.
RELIEF CLAIM FOR INCOME TAX ON A/C OF ARREAR BY ER. SUKHBIR SINGH ASSISTANT ENGINEER (Civil).
For Financial Year 2011-12 For Financial Year 2012-13 For Financial Year 2013-14 For Financial Year 2014-15 Arrear
Gross Income 686506 686506 894864 894864 837312 837312 878617 609419
Arrear year wise break up 29968 85210 120030 33990 269198
716474 980074 957342 643409
Less Fixed Conveyance Allowance -9600 -9600 -9600 -9600 -9600 -9600 -9600 -9600
Net Income 676906 706874 885264 970474 827712 947742 869017 633809
Standard Deduction -100000 -100000 -100000 -100000 -100000 -100000 -150000 -150000
Net Income after Standard rebate 576906 606874 785264 870474 727712 847742 719017 483809
Tax Payable
On first Rs. 2,00,000/-(male) Nil Nil Nil Nil Nil Nil Nil Nil
On next Rs. 3,00,000/- @ 10% 30000 30000 30000 30000 30000 30000 20000 18381
On next Rs. 5,00,000/- @ 20% 15381 21375 57053 74095 45542 62477 43803 0
Tax Payable 47381 51375 87053 104095 75542 92477 63803 18381
Add education cess @ 3 % 1421 1541 2612 3123 2266 2774 1914 551
48802 52916 89665 107218 77808 95251 65717 18932
Less already Paid -48802 -48802 -89665 -89665 -77808 -77808 -41200 -41200
Now to be paid 4114 0 17553 0 17443 24517 -22268 16842