Rites - Cement Consumption

RITES LTD / SECUNDERABAD

Situation of Work:- University Campus
Agency:- M/s NCC Ltd
Work Order Ref: UH/ENGG/TEND/CA/1199/20

CEMENT CONSUMPTION STATEMENT (CC 033)

S.No. DSR 2007 Description Unit Consuption of
Cum cement bags
C-1(a) 4.1.4 PCC 1:2:4
per Cum
6.400

C-1(b) 4.1.8 PCC 1:4:8 Cum 3.400

C-2 4.2.5 CC 1:3:6 Cum 4.400

C-3 (a) 4.4.1 Kerb Stones in 1:2:4 Cum 6.400

C-4 (a) 5.33 Pedestals+ Footings @380kgs/Cum Cum 7.600

C-4 (b) 5.33 Columns @380kgs/Cum Cum 7.600

C-4(c) 5.33 P.B ; R.B, Slab @ 380kgs/Cum Cum 7.600

C-6 5.3 chajjas,counter slabs,fins,facia Cum 7.600
0.328
bands,railings,balustrades,parapets,shelves etc

C-8 4.17 Plinth protection (1:3:6) 50mm Average Thickness Sqm

C-9 4.1 Damp proof course 40mm thick with cement concrete 1:2:4 Sqm 0.250

C-10 5.18.1 50mm thick cement concrete jali 1:2:4 Sqm 0.353

BW-1 7.7.1 CRS Masonry in CM 1:6 Cum 1.500

BW-2 6.4.2 (a) 230mm thick Brick Masonry in CM(1:6) Cum 1.250

BW-3 6.13.2 115mm thick Brick Masonry in CM(1:4) Sqm 0.213

FN-1 13.11+13.21 18 mm thick Ext Plaster (12+6) 1:6, 1:5 Sqm 0.125

FN-2 13.12 18mm thick Int Plaster(12+6) 1:5, 1:3 Sqm 0.163

FN-4 13.7.1 12mm thick Ceiling Plastering in CM(1:3) Sqm 0.191

FN-6 13.33.2 Raised and cut pointing on stone masonry work with cement Sqn 0.047
F-1 11.26 Sqm 0.298
mortar 1:3
Kota Stone Flooring 20mm thick Base in CM 1:4

F-3 11.41.2 Vitrified Flooring Sqm 0.248

F-4 11.37 Ceramic Glazed Flooring over 20mm thick base in CM 1:4 Sqm 0.248

F-5 11.27 25mm thick Kota Stone Slab in Risers of steps, Skirting over Sqm 0.275
0.340
12mm thick base in CM 1:3

F-6 11.3 CC Flooring (1:2:4) 40mm Thick Sqm

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S.No. DSR 2007 Description Unit Consuption of
cement bags
F-8 11.36 Ceramic Glazed Skirting & Dadooing over 12mm thick base in Sqm
RF-2 22.3 Sqm per Cum
RF-4 CM 1:3 0.248
M-6 Sunken Water proofing 0.316
0.774
1 22.7 Terrace Water Proofing Sqm 0.030
4(a) 0.100
4(b) 19.6.4 (a) 300mm dia RCC Hume Pipe fixing with CM 1:2 Rmt 0.204
5(a) 0.306
5(b) 17.1 Fixing Indian Type WC pan Each 0.204
0.306
6 17.5.2 Fixing of Range of two and half stall urinals with 10lit PVC Each 0.050
7 17.5.3 Each 0.050
15 17.6.2 automatic flushing cistern Each 0.128
25(a) 17.6.3 Fixing of Range of three and half stall urinals with 10lit PVC Each 0.043
25(b) 17.7.3 Each 0.065
26 automatic flushing cistern 0.540
27 Fixing of Range of two squatting plates with five liters PVC 1.800
1.740
28 automatic flushing cistern 5.840
Fixing of Range of three squatting plates with five liters PVC 2.520
29 0.058
30 automatic flushing cistern 0.014
31(a) Fixing of wash basin with C.I Brackets 0.183
31(b) 0.296
33 17.10.2.2 Fixing of kitchen sink with C.I Brackets Each 0.144
36 0.012
39 8.10.1(Actual) Urinal Partions with Cement Concrete 1:2:4 Sqm

19.1.1 150mm dia SWG Pipe Jointing in CM 1:1 Rmt

19.1.2 150mm dia SWG Pipe Jointing in CM 1:1 Rmt

19.4.1 Gully Trap of Size 300mmx300mm Each

19.30.1 (a) Inspection Chamber of Size 455x610mm Each

19.31.1 (a) Extra depth beyond 45cm of Brick Masonry Rmt

19.7.1 Manhole Chamber of Size 900x800mm Each

19.7.1 (a) Extra depth beyond 45cm of Brick Masonry Rmt

18.76 Cutting holes upto 30x30cm in walls incl. making good the same. Each

18.77 Cutting holes upto 15x15cm in RCC floors and roofs and Each
19.3.2 Rmt
repairing the holes after insertion of drain pipe with cc (1:2:4)
PCC 1:5:10 Alround 100mm dia SWG Pipes

19.3.2 PCC 1:5:10 Alround 150mm dia SWG Pipes Rmt

19.32.1 Soak Pit of 2.5m dia,3m deep with 45x45cm brick honey comb Each
19.6.2 Rmt
shaft
150mm dia RCC Pipe with Collar Jointed with CM(1:2)

18.8 Concealed work including cutting chases and making good the
walls

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S.No. DSR 2007 Description Unit Consuption of
cement bags
a 18.8.1 15mm O.D of CPVC Pipe Rmt
b 18.8.2 Rmt per Cum
c 18.8.3 20mm O.D of CPVC Pipe Rmt 0.018
d 18.8.4 Rmt 0.018
ND-C 25mm O.D of CPVC Pipe Sqm 0.018
ND-C 4 Sqm 0.018
ND-C 5 32mm O.D of CPVC Pipe Sqm 0.500
ND-C 6 Cum 0.120
ND-C 11 50mm thick reinforced cement mortar drop for facia in CM 1:3 Sqm 0.200
ND-C 15 & 16 Rmt 0.940
ND-C 18 Tandoor Blue Flooring over a base of 20mm thick in CM 1:6 Rmt 0.248
ND-S 21 Each
8a Tandoor Blue Skirting over a base of 20mm thick in CM 1:3 Each 0.360
ND-S 8b Each 0.113
ND-S 15 Brick bat filling in CM 1:8 Each 0.162
MR 17 Rmt 55.000
SI ( C ) 9..26 18mm thick Granite Flooring over a base of 20mm thick in CM Cum 0.028
SI ( C ) 1 1:6 Each 0.000
SI ( C ) 5 Raised type expansion at roof with cc block & RCC coping Each 1.250
EI ( C ) 6 (1:2:4) Cum 1.800
EI ( C ) 7 Moulding and Cornices with brick masonry in CM 1:4 Rmt 5.840
EI ( C ) 15 Cum 3.130
21 PVC Trap of Size100mm inlet X 75mm outlet 0.018
0.200
PVC Trap of Size100mm inlet X 100mm outlet

Constructing of Septic Tank of internal Size 10.0mx3.0mx1.64m.

Brick Masonry Supporting Blocks of Size 230x230x300mm
incl.smooth finishing in CM 1:4
Curtain rods of 1.25mm thick chromium plated brass brackets
with wooden plugs.
Brick Masonary Below Plinth Level

Inspection Chamber of Size 455x610mm

Manhole Chamber of Size 900x800mm

Precast cement concrete solid block masonary

32mm O.D of CPVC Pipe

Additional Cement Mortar 12mm (1:4) for Tiles Flooring Work.

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