GSTIN No - 27AAAFH7380J1Z5, PAN NO - AAAFH7380J In lieu of IAFW-2263

See paras 472, 479, & 481 Regulations Forms

Ist RUNNING ACCOUNT RECEIPT
(See Para 410 & 412 of RMES)
SDO's Voucher No -03/CV/ /B/R (P) No-1 Dated ______________ ALLOCATION-

MAD Voucher No __________________________Dated ______________

Name of work : SPECIAL REPAIR TO ‘C’ PLATOON (BLDG NO P-521) OF CTW AT CME

Name of Contractor : M/s SHREHARI Civil Enginneering and Contractors

Contract No & Year- GE/CME/12 of 2024-25

I/we hereby certify that I/we have performed works and/or supplied materils on site for incorporation in the
works as required by the conditions of contract and in respect of which I/we demand payment to the extent
claimed below, subject deductions by Government for Reserve, stores issued on repayment, charges for
water rent, transport etc and previous Running account payment as shown in details
Date : 25 Oct 2024
Amount of Contract : Rs. 33,31,493.00
Estimate value of work order
Rs- 803223.02 Signature of Contractor

Rs Rs
1) Estimate value of work executed at contract rates B/R 803223.02
Estimate value of work executed at contract rates E/M
2) Estimate value of materials (other than free issue on site 0.00
for incorporation in the work) vide statement attached
3) Gross estimated amount due to contractor 803223.02
4) DEDUCT:
Reserve 10% percent on 500000.00 50000.00
Reserve 7.5 % percent on 303223.02 22741.73
Reserve 5 % percent on 0.00 0.00
Reserve 15 % percent on 0.00 0.00
Charges for stores and materials vide Sch 'B'
Sch of Credit 9846.72
-do- T& P vide Sch 'C'
-do- Transport -do-
-do- Sch of credit
Water charges 0.00
Total DEDUCTION 82588.45
5) Estimated amount due to Contractor 720634.58
6) Deduct advances already paid on Running Account Receipts:

Total Rs 0.00
Net Amount due to Contractor Rs. 720634.58
(A) Certified that :-
1 I have assessed the value of work executed and materials brought on site for incorporation in the work
and these are shown (1) and (2) overleaf
2) All recoveries in respect of the stores and T&P issued to the contractor, water electricity and other
miscellaneous charges have been effected on the date of prepration.
3) Recovery in respect of the stores/ T&P not included in Sch 'B' 'C' has been effected at rate approved
in draft amendment which is in process in finalisation
4) No work is being paid for which has been order on the contractor without obtaining proper approval in
principals
5) No work is being paid for which involves settlement approval for rates.

Date: ENGINEER-IN-CHARGE

(B) TECHINICALLY CHECKED

AGE (CONTRACT)
*in case technical check is ordered by the CWE dated:- ___________

(C) Certified :-

1) Adjustment have been made for all recoveries which are to be effected from the contractor to date
2) This payment is in respect of works executed and stores provided by the contractor under the terms
of the contract is due to the contractor.

Dated _____________________ Garrison Engineer

(D) Paid by cheque sum of Rs ______________________ in favour of

__________________________ Bankers _____________________ Treasury.

Unit Accountant Garrison Engineer

(E) Received payment of sum of Rs________________________________

From ____________________________________________

Witness ______________________ Signature of Payee

Address ______________________ Date_____________

Paying Officer

(F ) Entered in constrution account ( Folio No _______________and the contractor's

ledger ( Folio No ____________________ Voucher No________________________

Initial of clerk of Engineer -in- Charge Intial of Account Clerk

 STATEMENT OF STORES
(To be attached to IAEW-2263)
Contract No & Year- GE/CME/12 of 2024-25

Name of work : SPECIAL REPAIR TO ‘C’ PLATOON (BLDG NO P-521) OF CTW AT CME
Name of Contractor : M/s SHREHARI Civil Enginneering and Contractors

PART 'A': (1) Amount to be included against item (2) Estimated valu of material in cage (3) of the current RAR

(2) Value of materials collected by the contrctors frm outside MES and lying at site of work
(unincorporated in the job.) market rate of prorate at contract rate whichever is less.

Sr No Description of material Qty Market Rate Unit Amount

SSR Rate
Rate (Rs) allowed
Rs
B/R Material

-NIL-

Total Rs. 0.00

GARRISON ENGINEER CONTRACTOR ENGR-IN-CHARGE (E/M) ENGR-IN-CHARGE (B/R)

1) Value of schedule & Materials lying at site work (not incorporated in the job.) at Shedules Rates

Sr. No Cable 4 core, 16 Sq.mm QTY Rate Unit Amount Rs.

Total Rs.

NIL

Amount under 'A' (1) Rs 0.00

Amount under 'A' (2) Rs -

Total C/o to item (2) of Cage (3) 0.00

CERTIFIED that the quantities of materials detailed above have actually been brought by the contactor and are
lying at site of work on date of issue of this certificate, that any previous advances made on them have been
accounted for in this bill and that these materials are adequately stored and /or protected against damage by
weather or other causes, are of an imperishable nature and all required by the contractor for the use in the work
under the contract.

ENGR-IN-CHARGE GARRISON ENGINEER

DATE DATE
 MATERIAL ISSUED TO CONTRACTOR

Name of work : SPECIAL REPAIR TO ‘C’ PLATOON (BLDG NO P-521) OF CTW AT CME

Name of Contractor : M/s SHREHARI Civil Enginneering and Contractors

Contract No & Year- GE/CME/12 of 2024-25

S USR No & Date Description of Unit Qty Rate Amount

No material Rs Rs

Nil

Certified that all Govt. Stores issued to the Contractor upto ____________________ have been
included in the above statement.

Contractor Engr-in-Charge

WATER RECOVERY STATEMENT

Name of work : SPECIAL REPAIR TO ‘C’ PLATOON (BLDG NO P-521) OF CTW AT CME

Name of Contractor : M/s SHREHARI Civil Enginneering and Contractors

Contract No & Year- GE/CME/12 of 2024-25

Total Amount of Rate of Total Amount to be Amount already Balance Amount to be

Work Done Recovery Recovered recovered recovered

Contractor Engr-in-Charge
 CERTIFICATE

Name of work : SPECIAL REPAIR TO ‘C’ PLATOON (BLDG NO P-521) OF CTW AT CME

Name of Contractor : M/s SHREHARI Civil Enginneering and Contractors

Contract No & Year- GE/CME/12 of 2024-25

Certified that :-

1 ) No work has been ordered on the contractor without a prior deviation order duly approved by the
officer authorised to do so under existing and without settlement of rates with contractor.

2) All special rates involved in the deviation order have been checked and approved by the Competent
Authority

3) No Government stores T &P have been issued without prior settlement of issue rates.

4) All amendments incling those necessiated by issue of stores and T & P not included in Sch 'B' &'C'
have been approved by Competent Authority.

5) All recoveries in respect of stores and T & P issued to contractor under Sch 'B' & 'C' in respect of
water,Electricity & other misc charges have been made upto date ______________

6) All unresovled dispute have been referred to proper authorities.

7) All transactions with contractor have been recorded on regular official form at the correct times.

8) The quantities of material detailed in attached schedules have actually been brought by the
contractor and are lying at site of works on date of issue of this cetificate to that any previous
advances made on them have been accounted for in this bill that these materials are of imperishable
nature and required by the contractor for incorporation in work under contract.

9) Payment upto 90 % of the work done done do not prejudice the settlement of the final bill at a later
date.

10) The rates shown in listof materials at site are in accordance with E-in-C letter No 85855/EB dated
8 May 80.

11) The stores have been reasonably brought on the site in accordance with the contract and are
adequately stored and/ or protected against damage by weather or other causes.

12) At the time of advances, the stores have not been in the work.

13) Certified that details of the work done habe been recorded with the office copy of the RAR.

ENGINEER-IN-CHARGE GARRISON ENGINEER

 Contract No & Year- GE/CME/12 of 2024-25
Name of work : SPECIAL REPAIR TO ‘C’ PLATOON (BLDG NO P-521) OF CTW AT CME
Name of Contractor : M/s SHREHARI Civil Enginneering and Contractors

RAR NO - 01

BOQ

PREVI THIS
Sr. TOTAL
Brief Description of Item Unit RATE OUS RAR AMOUNT
No. QTY
QTY QTY

M&L for APP based polymeric membrane

minimum weighing 3 Kg/Sqm and minimum 3mm
thick reinforced with polyster non woven fabric
12.00 ( wt not less than 150 gms /sqm) laid over primed Sqm 350.00 0.00 58.28 58.28 20398.00
surface including bituminous primer conforming
to IS-3384 applied @ 0.3 ltr/Sqm by forced
complete all as specified and directed.

Dismantling floor, hearth or wall tiling including

cement mortar bedding (but not backing),
13.00 removing serviceable tiles to store and rubbish Sqm 5.00 0.00 266.48 266.48 1332.41
off the premises complete all as specified and
directed.
Demolition of cement concrete(unreinforced ) in
ground floors and pavings not exceedidng 15cm
14.00 Cum 100.00 0.00 13.44 13.44 1343.85
thickness(below ;or aboved ground level) all as
specified and directed.
M&L for 75mm thick PCC type D-2 (1:4:8) using
15.00 20mm graded aggregate as in sub base etc Sqm 225.00 0.00 169.81 169.81 38207.70
complete all as specified and directed
M&L For 25 mm thick, type B-1, 1:2:4 (20mm
16.00 graded aggregate) as in sub base etc complete Sqm 100.00 0.00 60.86 60.86 6086.40
all as specified and as directed.

M&L for screed bed or bedding layer of mortar 15

17.00 Sqm 20.00 0.00 0.00 0.00 0.00
mm thick for laying floor/ wall finishes in CM 1:6.

Dismantling stone slab and tiles of any

description and thickness as in floor including
21.00 10 Sqm 150.00 0.00 9.71 9.71 1456.50
cement mortar bedding and rubbish off the
premisses complete all as specified and directed.

M&L machine cut kota stone slab flooring 20-

25mm thick over cement screed base laid and
pointed with grey cement slurry mixed with
pigment to match the shade of the slab including
22.00 Sqm 1100.00 0.00 167.38 167.38 184113.60
rubbing and polishing complete over and
including 15 mm thick screed bed in cement
mortar 1:6 complete all as specified and
directed.

All as per item No 22 above but in riser of steps,

skirting, dado and pillar laid over cement screed
23.00 and jointed with grey cement to match complete Sqm 1250.00 0.00 16.85 16.85 21065.00
over and including 10mm thick cement screed in
CM 1:4 complete all as specified and directed.

Contractor JE (Civil) JE (E/M) Engr-in-Charge(E/M) Engr-in-Charge (B/R)

 M& L For 20 mm thick ,Granite (of any type) work
(table rubbed and polished) in steps, jambs,
pillars, window- cills, cooking platforms and
like in cement mortar (1:4) including pointing in
24.00 Sqm 2500.00 0.00 97.07 97.07 242678.75
white cement (1:2) using marble dust with
admixture of pigment to match with shade of
granite etc complete all as specified and as
directed..

M&L machine cut cuddappah stone slab 20-

25mm thick over cement screed base laid and
jointed with grey cement slurry mixed with
25.00 pigment to match the shade of the slab including Sqm 750.00 0.00 0.00 0.00
rubbing and polishing over and including 15mm
thick screed bed in CM 1:6 complete all as
specified and as directed.

Roundidng to edges of stone slabs , such as in

26.00 steps, cooking plateform, and other similar RM 50.00 0.00 39.80 39.80 1990.00
situation complete all as specified and directed.

Demolition of cement concrete (unreinforced ) in

ground floors and pavings not exceedidng 15cm
105.00 Cum 150.00 0.00 1.71 1.71 256.64
thickness (below ;or aboved ground level) all as
specified and directed.
M&L For 25 mm thick, type B-1, 1:2:4 (20mm
106.00 graded aggregate) as in sub base etc complete Sqm 125.00 0.00 68.44 68.44 8554.63
all as specified and as directed.

M&L for screed bed or bedding layer of mortar 15

107.00 Sqm 25.00 0.00 68.44 68.44 1710.93
mm thick for laying floor/ wall finishes in CM 1:6.

M& L Fof rendering 10mm thick cement mortar

108.00 in 1:4 as in backing coat complete all as Sqm 175.00 0.00 5.39 5.39 943.43
specified and directed
Virified Ceramic tiles 8 mm to 10 mm thick
(square/ rectangular) polished, area of each tiles
not exceeding 0.36 sqm, in floors etc. set and
109.00 Sqm 900.00 0.00 68.44 68.44 61593.30
jointed in neat cement slurry and pointed in white
or coloured cement to match etc complete as
directd.

Virified Ceramic tiles 8 mm to 10 mm thick

(square/ rectangular) polished, area of each tiles
not exceeding 0.36 sqm, in skirting etc. set and
110.00 Sqm 900.00 0.00 5.39 5.39 4851.90
jointed in neat cement slurry and pointed in white
or coloured cement to match etc complete as
directd.

Contractor JE (Civil) JE (E/M) Engr-in-Charge(E/M) Engr-in-Charge (B/R)

 S & F powder coated Aluminium sliding windows
three track with two glass shutters using 4 mm
thick glass tinted Modi guard and one shutter with
stainless steel wire gauge wire cloth 0.31mm
nominal dia of wire and width of aperture
1.61mm, using Aluminium powder coated sect,
Alumini cleat, PVC track, bearing, handle lock
rubber beading, etc complete including taking
down old window of any size.
Note Size of aluminum sections are as under :-
111.00 (i) Three track top & vertical – Jindal main – 2010 Sqm 3500.00 0.00 59.04 59.04 206640.00
Section No 20621.
(ii) Three track bottom - Jindal main – 2010
Section No 20620.
(iii) Shutter vertical section - Jindal main – 2010
Section No 20606.
(iv) Shutter top & bottom - Jindal main – 2010
Section No 20604
(v) Shutter vertical middle (interlock) - Jindal main
– 2010 Section No 20605.

TOTAL AMOUNT 803223.02

Contractor JE (Civil) JE (E/M) Engr-in-Charge(E/M) Engr-in-Charge (B/R)

 #REF!
#REF!
#REF!

RAR NO - 01

SCHEDULE OF CREDIT

Reference
of
Sr. Srl item Rate
Description of Item as retrieved Unit Qty Amount
No. of Per Unit
Schedule
‘A’
1.00 Old unsv floor/wall tiles of any description Sqm 276.19 10.00 2761.92
2.00 Old unsv GI tubing of 15/20mm dia RM 10.00 0.00
3.00 Old unsv PVC flushing cistern Each 50.00 0.00
4.00 Old unsv pillar tap, bib tap, stop valve, CP mixer, angle cock Each 20.00 0.00
5.00 Old unsv chowkat with shutter and iron mongry Each 250.00 0.00
6.00 Old WHB/ WC/Urinal pot any size any type Each 50.00 0.00
7.00 Old unsv scrap iron Kgs 15.00 0.00
8.00 Old unsv curtain rod with bracket RM 12.00 0.00
9.00 Old unsv PVC of 75/110mm dia incl stack clamp and fittings RM 10.00 0.00
10.00 Old unserviceable stone/stone slab Sqm 10.00 0.00
Old PVC tank of any description and capacity including float
11.00 Each 150.00 0.00
valve
12.00 Old sheet of any description Sqm 10.00 0.00
13.00 Old floor traps of any size and nature Each 10.00 0.00
14.00 Old AL ventilators Sqm 150.00 0.00
15.00 Old PCC block masonry Cum 300.00 0.00
16.00 Old wire cloth Sqm 10.00 0.00
17.00 Old unsv floor/wall tiles of any description Sqm 10.00 0.00
18.00 Old steel windows of any size Sqm 59.04 120.00 7084.80
19.00 Old unsv point wiring any type and size Point 20.00 0.00
Old unsv switch, socket, bell push, ceiling rose, lamp
20.00 Each 2.00 0.00
holder,fan regulator, cover plate any thype and size
21.00 Old unsv tube light fitting & bulk head light any type and size Each 10.00 0.00

22.00 Old unsv bldg security light any type and size Each 50.00 0.00
23.00 Old unsv submain wiring of any type and size RM 5.00 0.00
Old US MCB DB SPN/TPN and earth plug socket any type
24.00 Each 50.00 0.00
and size
25.00 Old unsv MCB SP/SPN/TPN of any capacity Each 5.00 0.00
26.00 Old US GI plate Each 50.00 0.00
TOTAL AMOUNT 9846.72

Contractor JE (Civil) JE (E/M) Engr-in-Charge(E/M) Engr-in-Charge (B/R)

TIME SIGN
MEASUREMENT
SQUARING DESCRIPTION

BOQ

ITEAM NO 12

M&L for APP based polymeric membrane minimum weighing 3

Kg/Sqm and minimum 3mm thick reinforced with polyster non woven
fabric ( wt not less than 150 gms /sqm) laid over primed surface
including bituminous primer conforming to IS-3384 applied @ 0.3
ltr/Sqm by forced complete all as specified and directed.

Short Chajja
Total No-19
Length=1.60m
1 19 1.60 Width= 0.6m+0.1m=0.7m
0.70
21.28
Sides= 0.6+1.6+0.6=2.8 Rmt
1 19 2.80 Ht=0.260m
0.26
13.83
Medium Chajja
Total No-2 Nos
Length=2.20m
1 2 2.20 Width=0.8m
0.80
3.52
Sides= 0.6+2.2+0.6=3.4 Rmt
1 2 3.40 Ht=0.260m
0.26
1.77
Long Chajja
Total No-5 Nos
Length=3.4m
1 5 3.40 Width=0.7m
0.70
11.90
Sides= 0.6+3.4+0.6=4.60 Rmt
1 5 4.60 Ht=0.260m
0.26
5.98
Total 58.28 Sqm
ITEAM NO 13

Dismantling floor, hearth or wall tiling including cement mortar

bedding (but not backing), removing serviceable tiles to store and
rubbish off the premises complete all as specified and directed.

1 11 4.70 Mosaic Tiles

3.20
165.44
1 11 0.88 At Door
0.20
1.94

1 11 16.20 Mosaic Tiles Skirting

0.15
26.73
1 11 0.88 Door Deduction
0.15
-1.45
Ante Room
1 1 13.35 Mosaic Tiles
5.10
68.09
1 2 0.88 At Door
0.20
0.35

1 1 37.70 Mosaic Tiles Skirting

0.15
5.66
1 2 0.88 Door Deduction
0.15
-0.26

Total 266.48 Sqm

ITEAM NO 14
Demolition of cement concrete(unreinforced ) in ground floors and
pavings not exceedidng 15cm thickness(below ;or aboved ground
level) all as specified and directed.
GF
1 7 4.70 Mosaic Tiles
3.20
0.075
7.90
1 7 0.88 At Door
0.20
0.075
0.09
FF
1 4 4.70 Mosaic Tiles
3.20
0.025
1.50
1 4 0.88 At Door
0.20
0.025
0.02
Entrance Lobby
1 1 6.60
6.300
0.075
3.12
Notice Board Area
1 1 3.20
1.750
0.075
0.42
Below Stair Case
1 1 5.20
3.10
0.075
0.39
Total 13.44 Cum
ITEAM NO 15
M&L for 75mm thick PCC type D-2 (1:4:8) using 20mm graded
aggregate as in sub base etc complete all as specified and directed

GF
1 7 4.70 Mosaic Tiles
3.20
105.28
1 7 0.88 At Door
0.20
1.23
Entrance Lobby
1 1 6.60
6.30
41.58
 Notice Board Area
1 1 3.20
1.75
5.60
Below Stair Case
1 1 5.20
3.10
16.12

Total 169.81 Sqm

ITEAM NO 16
M&L For 25 mm thick, type B-1, 1:2:4 (20mm graded aggregate) as
in sub base etc complete all as specified and as directed.

FF
1 4 4.70 Mosaic Tiles
3.20
60.16
1 4 0.88 At Door
0.20
0.70

Total 60.86 Sqm

ITEAM NO 21
Dismantling stone slab and tiles of any description and thickness as
in floor including cement mortar bedding and rubbish off the
premisses complete all as specified and directed.

Entrance Lobby
1 1 6.60
6.30
41.58
Notice Board Area
1 1 3.20
1.75
5.60
Below Stair Case
1 1 5.20
3.10
16.12
Stair Case Trade
1 20 1.37
0.30
8.22
Stair Case Riser
1 20 1.37
0.15
4.11
Landing
1 1 3.15
1.50
4.73
Entrance Steps Trade
1 4 3.10
0.26
3.22
Entrance Steps Riser
1 4 3.10
0.15
1.86
1 1 33.25 Lobby Skirting
0.15
4.99
1 1 17.70 Staircase Skirting
0.15
2.66
1 1 6.35 Staircase Landing Skirting
0.15
0.95
1 1 2.25 Entrance Steps Skirting
0.15
0.34
1 9 1.20 Windows
0.25
2.70
Total 97.07 Sqm
9.71 10Sqm
ITEAM NO 22
M&L machine cut kota stone slab flooring 20-25mm thick over
cement screed base laid and pointed with grey cement slurry mixed
with pigment to match the shade of the slab including rubbing and
polishing complete over and including 15 mm thick screed bed in
cement mortar 1:6 complete all as specified and directed.

1 11 4.70 Rooms
3.20
165.44
1 11 0.88 At Door
0.20
1.94

Total 167.38 Sqm

ITEAM NO 23
All as per item No 22 above but in riser of steps, skirting, dado and
pillar laid over cement screed and jointed with grey cement to match
complete over and including 10mm thick cement screed in CM 1:4
complete all as specified and directed.

1 11 16.20 Rooms
0.10
17.82
1 11 0.88 Door Deduction
0.10
-0.97
Total 16.85 Sqm
ITEAM NO 24
M& L For 20 mm thick ,Granite (of any type) work (table rubbed and
polished) in steps, jambs, pillars, window- cills, cooking platforms
and like in cement mortar (1:4) including pointing in white cement
(1:2) using marble dust with admixture of pigment to match with
shade of granite etc complete all as specified and as directed..

1 1 Refer Item No 21

Total 97.07 Sqm

ITEAM NO 26
Roundidng to edges of stone slabs , such as in steps, cooking
plateform, and other similar situation complete all as specified and
directed.
 Stair Case
1 20 1.37

27.40
Entrance Steps Trade
1 4 3.10

12.40

Total 39.80 RM

ITEAM NO 105
Demolition of cement concrete (unreinforced ) in ground floors and
pavings not exceedidng 15cm thickness (below ;or aboved ground
level) all as specified and directed.

Ante Room
1 1 13.35 Mosaic Tiles
5.10
0.03
1.70
1 2 0.88 At Door
0.20
0.03
0.01

Total 1.71 Cum

ITEAM NO 106
M&L For 25 mm thick, type B-1, 1:2:4 (20mm graded aggregate) as
in sub base etc complete all as specified and as directed.

Ante Room
1 1 13.35 Mosaic Tiles
5.10

68.09
1 2 0.88 At Door
0.20

0.35
Total 68.44 Sqm
ITEAM NO 107
M&L for screed bed or bedding layer of mortar 15 mm thick for
laying floor/ wall finishes in CM 1:6.

1 1 Same as Item No 106

Total 68.44 Sqm

ITEAM NO 108
M& L Fof rendering 10mm thick cement mortar in 1:4 as in
backing coat complete all as specified and directed

1 1 37.70 Mosaic Tiles Skirting

0.15
5.66
1 2 0.88 Door Deduction
0.15
-0.26
Total 5.39 Sqm
 ITEAM NO 109
Virified Ceramic tiles 8 mm to 10 mm thick (square/ rectangular)
polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set
and jointed in neat cement slurry and pointed in white or coloured
cement to match etc complete as directd.

Ante Room
1 1 13.35 Mosaic Tiles
5.10
68.09
1 2 0.88 At Door
0.20
0.35

Total 68.44 Sqm

ITEAM NO 110
Virified Ceramic tiles 8 mm to 10 mm thick (square/ rectangular)
polished, area of each tiles not exceeding 0.36 sqm, in skirting etc.
set and jointed in neat cement slurry and pointed in white or
coloured cement to match etc complete as directd.

1 1 37.70 Mosaic Tiles Skirting

0.15
5.66
1 2 0.88 Door Deduction
0.15
-0.26

Total 5.39 Sqm

ITEAM NO 111
S & F powder coated Aluminium sliding windows three track with
two glass shutters using 4 mm thick glass tinted Modi guard and one
shutter with stainless steel wire gauge wire cloth 0.31mm nominal
dia of wire and width of aperture 1.61mm, using Aluminium powder
coated sect, Alumini cleat, PVC track, bearing, handle lock rubber
beading, etc complete including taking down old window of any size.
Note Size of aluminum sections are as under :-
(i) Three track top & vertical – Jindal main – 2010 Section No 20621.
(ii) Three track bottom - Jindal main – 2010 Section No 20620.
(iii) Shutter vertical section - Jindal main – 2010 Section No 20606.
(iv) Shutter top & bottom - Jindal main – 2010 Section No 20604
(v) Shutter vertical middle (interlock) - Jindal main – 2010 Section
No 20605.

Windows
1 41 1.20
1.20
59.04
Total 59.04 Sqm