APPWD Schedule of Rates for Road and Bridges - Arunachalpwd.org
APPWD Schedule of Rates for Road and Bridges - Arunachalpwd.org APPWD Schedule of Rates for Road and Bridges - Arunachalpwd.org
61 Summary of Rate Analysis Item No. Descriptions Unit Rate 12.7 Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification (a) Square Rubble Coursed rubble masonry( first sort ) cum 2766.00 (b) Random Rubble Masonry cum 2741.00 12.8 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A PCC Grade M15 cum 3906.00 B PCC Grade M20 cum 4520.00 C RCC Grade M20 Case I Using concrete mixer cum 4765.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 4691.00 D PCC Grade M25 Case I Using concrete Mixer cum 4965.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 4895.00 E RCC Grade M25 Case I Using concrete Mixer cum 5215.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5141.00 F PCC Grade M30 Case I Using Concrete Mixer cum 5002.00 Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 4927.00 G RCC Grade M30 Case I Using Concrete Mixer cum 5229.00 Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 5157.00 H RCC Grade M35 Case I Using Concrete Mixer cum 5330.00 Case II Using Batching Plant, Transit Mixer and Concrete Pump cum 5258.00 12.9 Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. A Assuming depth of water 1.0 m and height of island to be 1.25m. each 30315.00 B Assuming depth of water 4.0 m and height of island 4.5 m. each 192104.00 C Providing and constructing one span service road to reach island location from one pier location to another pier location metre 1977.00 12.10 Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. tonne 76169.00 12.11 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification A Well curb (i) RCC M20 Grade Case I Using concrete mixer cum 5498.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5413.00 (ii) RCC M25 Grade Case I Using concrete mixer cum 6032.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 6062.00 (iii) RCC M35 Grade Case I Using concrete mixer cum 6211.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 6247.00 B Well steining (I) PCC M15 Grade cum 4132.00 (ii) PCC M20 Grade cum 4781.00
62 Summary of Rate Analysis Item No. Descriptions Unit Rate (iii) RCC M20 Grade Case I Using concrete mixer cum 5040.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 4961.00 (iv) PCC M25 Grade Case I Using concrete mixer cum 5265.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5191.00 (v) RCC M25 Grade Case I Using concrete mixer cum 5529.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5557.00 (vi) PCC M30 Grade Case I Using concrete mixer cum 5317.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5237.00 (vii) RCC M30 Grade Case I Using concrete mixer cum 5558.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5483.00 (viii) RCC M35 Grade Case I Using concrete mixer cum 5693.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5727.00 (ix) RCC M40 Grade 5797.00 C Bottom Plug (i) PCC Grade M20 Case I Using Concrete Mixer cum 5014.00 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 4984.00 (ii) PCC Grade M25 Case I Using Concrete Mixer cum 5271.00 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 5238.00 (iii) PCC Grade M30 Case I Using Concrete Mixer cum 5321.00 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 5291.00 (iv) PCC Grade M35 Case I Using Concrete Mixer cum 5438.00 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 5405.00 D Intermediate plug (I) Grade M20 PCC Case I Using Concrete Mixer cum 4797.00 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 4767.00 (ii) Grade M25 PCC Case I Using Concrete Mixer cum 5042.00 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 5008.00 (iii) Grade M30 PCC Case I Using Concrete Mixer cum 5090.00 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum 5058.00 E Top plug (i) Grade M15 PCC Case I Using Concrete Mixer cum 3757.00 (ii) Grade M20 PCC Case I Using Concrete Mixer cum 4347.00 (iii) Grade M25 PCC Case I Using Concrete Mixer cum 4786.00
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- Page 15 and 16: M-162 Seeds kg 250 M-163 Selected e
- Page 17 and 18: A. Roads Works Basic Notes for Prep
- Page 19 and 20: 8. Labour 8.1 The avarage market ra
- Page 21 and 22: Preamble: CHAPTER - 1 CARRIAGE OF M
- Page 23 and 24: Preamble: Chapter - 2 SITE CLEARANC
- Page 25 and 26: Summary of Rate Analysis Item No. D
- Page 27 and 28: Preamble: Chapter - 3 EARTHWORK, ER
- Page 29 and 30: Summary of Rate Analysis Item No. D
- Page 31 and 32: Item No. 3.26 3.27 3.28 3.29 3.30 3
- Page 33 and 34: Preamble: Chapter - 4 SUB-BASES, BA
- Page 35 and 36: 32 Summary of Rate Analysis Item No
- Page 37 and 38: Preamble: 34 Chapter - 5 BASES AND
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- Page 41 and 42: Item No. 5.19 5.20 5.21 5.22 (i) (i
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- Page 49 and 50: Item No. 8.24 8.25 8.27 8.28 8.29 B
- Page 51 and 52: Item No. 8.45 8.46 Descriptions Sum
- Page 53 and 54: Item No. 9.1 9.2 9.3 Descriptions C
- Page 55 and 56: Item No. 10.1 10.2 10.3 10.4 10.5 D
- Page 57 and 58: Item No. 10.21 Descriptions Summary
- Page 59 and 60: Item No. 11.1 11.2 Descriptions CHA
- Page 61 and 62: Preamble: Chapter - 12 FOUNDATION 1
- Page 63: Item No. Descriptions CHAPTER-12 FO
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- Page 81 and 82: Item No. Descriptions CHAPTER-14 SU
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- Page 87 and 88: Preamble: Chapter - 15 PROTECTION W
- Page 89 and 90: Item No. 15.13 Descriptions Summary
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61<br />
Summary <strong>of</strong> Rate Analysis<br />
Item<br />
No.<br />
Descriptions<br />
Unit Rate<br />
12.7<br />
Stone masonry work in cement mortar 1:3 in foundation complete as per<br />
drawing <strong>and</strong> Technical Specification<br />
(a) Square Rubble Coursed rubble masonry( first sort ) cum 2766.00<br />
(b) R<strong>and</strong>om Rubble Masonry cum 2741.00<br />
12.8<br />
Plain/Rein<strong>for</strong>ced cement concrete in open foundation complete as per<br />
drawing <strong>and</strong> technical specifications<br />
A PCC Grade M15 cum 3906.00<br />
B PCC Grade M20 cum 4520.00<br />
C RCC Grade M20<br />
Case I Using concrete mixer cum 4765.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 4691.00<br />
D PCC Grade M25<br />
Case I Using concrete Mixer cum 4965.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 4895.00<br />
E RCC Grade M25<br />
Case I Using concrete Mixer cum 5215.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5141.00<br />
F PCC Grade M30<br />
Case I Using Concrete Mixer cum 5002.00<br />
Case II Using Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 4927.00<br />
G RCC Grade M30<br />
Case I Using Concrete Mixer cum 5229.00<br />
Case II Using Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5157.00<br />
H RCC Grade M35<br />
Case I Using Concrete Mixer cum 5330.00<br />
Case II Using Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5258.00<br />
12.9<br />
Providing <strong>and</strong> constructing temporary isl<strong>and</strong> 16 m diameter <strong>for</strong> construction<br />
<strong>of</strong> well foundation <strong>for</strong> 8m dia. Well.<br />
A Assuming depth <strong>of</strong> water 1.0 m <strong>and</strong> height <strong>of</strong> isl<strong>and</strong> to be 1.25m. each 30315.00<br />
B Assuming depth <strong>of</strong> water 4.0 m <strong>and</strong> height <strong>of</strong> isl<strong>and</strong> 4.5 m. each 192104.00<br />
C<br />
Providing <strong>and</strong> constructing one span service road to reach isl<strong>and</strong> location<br />
from one pier location to another pier location<br />
metre 1977.00<br />
12.10<br />
Providing <strong>and</strong> laying cutting edge <strong>of</strong> mild steel weighing 40 kg per metre <strong>for</strong><br />
well foundation complete as per drawing <strong>and</strong> technical specification.<br />
tonne 76169.00<br />
12.11<br />
Plain/Rein<strong>for</strong>ced cement concrete, in well foundation complete as per<br />
drawing <strong>and</strong> technical specification<br />
A Well curb<br />
(i) RCC M20 Grade<br />
Case I Using concrete mixer cum 5498.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5413.00<br />
(ii) RCC M25 Grade<br />
Case I Using concrete mixer cum 6032.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 6062.00<br />
(iii) RCC M35 Grade<br />
Case I Using concrete mixer cum 6211.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 6247.00<br />
B Well steining<br />
(I) PCC M15 Grade cum 4132.00<br />
(ii) PCC M20 Grade cum 4781.00