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
Preamble: Chapter – 13 SUBSTRUCTURE 1 Although, substructure are generally constructed in cement concrete, the rate for brick and stone masonry in CM 1:3 have also been included which can be adopted permitted by design. 2 The cost of formwork will vary with the height and cross-section of the substructure. Provision has been made accordingly. 3 Bridge bearing, being commercial item produced by specialised firms with imported technology and parts, the rates for the same are ascertained by quotation from the market for the approved design and technical specifications. 4 Filter media and backfilling behind abutment are required to be provided as per guidelines in IRC:78- 2000. 5 Weep holes shall be provided as per specifications. 6 In case of roller-cum-rocker bearings, only full circular rollers are to be provided. 7 Bearing shall be set truly level so as to have full and even seating. 8 For elastomeric bearings, the concrete surface shall be leveled such that the variation is not more than 1.5 mm from a straight edge placed in any direction across the area. 9 The bearing should be procured only from those manufacturers who have been prequalified by the Ministry of Road Transport and Highways. 10 The bottoms of girders resting on the bearing shall be plane and truly horizontal. 73 11 For spans in garde, the bearing shall be placed horizontal by using sole plates for suitbly designed RCC pedestals.
Item No. Descriptions CHAPTER-13 SUB-STRUCTURE 74 Summary of Rate Analysis Unit Rate 13.1 Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications cum 4164.00 13.2 Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications sqm 33.60 13.3 Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications sqm 88.30 13.4 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A Random Rubble Masonry cum 2832.00 B Coursed rubble masonry (first sort ) cum 2861.00 C Ashlar masonry ( first sort ) cum 3421.00 13.5 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A PCC Grade M15 (p) Height upto 5m cum 4132.00 B PCC Grade M20 (p) Height upto 5m cum 4781.00 C PCC Grade M25 (p) Height upto 5m Case I Using concrete Mixer cum 5265.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5191.00 (q) Height 5m to 10m Case I Using concrete Mixer cum 5456.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5380.00 (r) Height above 10m Case I Using concrete Mixer cum 5696.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5616.00 D PCC Grade M30 (p) Height upto 5m Case I Using concrete Mixer cum 5317.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5237.00 (q) Height 5m to 10m Case I Using concrete Mixer cum 5511.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5428.00 (r) Height above 10m Case I Using concrete Mixer cum 5752.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5666.00 E RCC Grade M20 (p) Height upto 5m Case I Using concrete Mixer cum 5040.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 4961.00 (q) Height 5m to 10m Case I Using concrete Mixer cum 5223.00 Case II With Batching Plant, Transit Mixer and Concrete Pump cum 5142.00 (r) Height above 10m
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- 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
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- Page 57 and 58: Item No. 10.21 Descriptions Summary
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- Page 61 and 62: Preamble: Chapter - 12 FOUNDATION 1
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- Page 87 and 88: Preamble: Chapter - 15 PROTECTION W
- Page 89 and 90: Item No. 15.13 Descriptions Summary
- Page 91 and 92: Item No. 16.1 16.2 16.3 16.4 16.5 1
Item<br />
No.<br />
Descriptions<br />
CHAPTER-13<br />
SUB-STRUCTURE<br />
74<br />
Summary <strong>of</strong> Rate Analysis<br />
Unit Rate<br />
13.1<br />
Brick masonry work in 1:3 in sub-structure complete excluding pointing <strong>and</strong><br />
plastering, as per drawing <strong>and</strong> technical specifications<br />
cum 4164.00<br />
13.2<br />
Pointing with cement mortar (1:3 ) on brick work in substructure as per<br />
Technical specifications<br />
sqm 33.60<br />
13.3<br />
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per<br />
Technical specifications<br />
sqm 88.30<br />
13.4<br />
Stone masonry work in cement mortar 1:3 <strong>for</strong> substructure complete as per<br />
drawing <strong>and</strong> Technical Specifications<br />
A R<strong>and</strong>om Rubble Masonry cum 2832.00<br />
B Coursed rubble masonry (first sort ) cum 2861.00<br />
C Ashlar masonry ( first sort ) cum 3421.00<br />
13.5<br />
Plain/Rein<strong>for</strong>ced cement concrete in sub-structure complete as per drawing<br />
<strong>and</strong> technical specifications<br />
A PCC Grade M15<br />
(p) Height upto 5m cum 4132.00<br />
B PCC Grade M20<br />
(p) Height upto 5m cum 4781.00<br />
C PCC Grade M25<br />
(p) Height upto 5m<br />
Case I Using concrete Mixer cum 5265.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5191.00<br />
(q) Height 5m to 10m<br />
Case I Using concrete Mixer cum 5456.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5380.00<br />
(r) Height above 10m<br />
Case I Using concrete Mixer cum 5696.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5616.00<br />
D PCC Grade M30<br />
(p) Height upto 5m<br />
Case I Using concrete Mixer cum 5317.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5237.00<br />
(q) Height 5m to 10m<br />
Case I Using concrete Mixer cum 5511.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5428.00<br />
(r) Height above 10m<br />
Case I Using concrete Mixer cum 5752.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5666.00<br />
E RCC Grade M20<br />
(p) Height upto 5m<br />
Case I Using concrete Mixer cum 5040.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 4961.00<br />
(q) Height 5m to 10m<br />
Case I Using concrete Mixer cum 5223.00<br />
Case II With Batching Plant, Transit Mixer <strong>and</strong> Concrete Pump cum 5142.00<br />
(r) Height above 10m
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