Assam SOR 2020-21

Protection Works rates

25 protection works items from the Assam PWD (Roads), effective 2020-12-31.

Protection Works rates in the Assam Schedule of Rates for Rural Roads 2020-21 run from ₹77.60 to ₹19,114.70. Transcribed from Government of Assam, Public Works Roads Department — Schedule of Rates for Rural Roads, 2020-21. Built on the MoRD/IRC Standard Data Book for Analysis of Rates for Rural Roads; Part D additionally covers major roads and bridge works to MoRT&H specification.. Reference only — verify against the official source before pricing a bid.

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25 items — scroll the table to browse

	Description	Unit
14.1	Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301	Cum	1,646.80
14.2	Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301	Cum	2,460.70
14.3	Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301	Cum	5,192.70
14.4	Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5Driven at least 900 mm below ground and 1200 mm above ground	Metre	793.10
14.4	Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5Driven at least 900 mm below ground and 900 mm above ground on average	Metre	748.10
14.6	Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302	Cum	1,813.60
14.7 i	Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303Rubble stone laid in cement mortar 1:3	Cum	3,847.00
14.7 ii	Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303Cement conrete blocks grade M 15	Cum	5,795.00
14.7 iii	Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303Brick on edge laid in cement mortar (1:3)	Cum	4,978.80
14.8	Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3	Cum	2,297.40
14.9 I	Providing and laying curtain walls complete as per drawing and technical specification Clause 1304Brick masonry in cement mortar (1:4)	Cum	7,252.90
14.9 ii	Providing and laying curtain walls complete as per drawing and technical specification Clause 1304Coursed rubble masonary (2nd sort) in cement mortar (1:4)	Cum	4,639.10
14.9 iii	Providing and laying curtain walls complete as per drawing and technical specification Clause 1304Cement concrete grade M 10	Cum	5,074.90
14.10	Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall	Cum	1,341.90
14.11 I	Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5Random rubble masonry in case of stone pitching laid with cement mortar (1:5)	Cum	4,151.60
14.11 ii	Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5Brick masonry in cement mortar 1:4 in case of brick pitching	Cum	5,867.80
14.11 iii	Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5Cement concrete grade M 10 in case of concrete block pitching	Cum	5,008.20
14.12 I	Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65 mm to 75 mm dia and closely packed & driven, including fitting, fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5Driven at least 900 mm below ground and 1800 mm above ground on average	Metre	928.10
14.12 ii	Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65 mm to 75 mm dia and closely packed & driven, including fitting, fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5Driven at least 900 mm below ground and 900 mm above ground on average	Metre	751.80
14.14 A	Bamboo spur 'A' type with whole bamboo 85mm-100mm dia, placed 230 mm centre to centre driven 900 mm below ground and 1200 mm to 1500 mm above ground tied with 2nd class bamboo (jati or Bethua) on either side at 450 mm apart horizontally with galvanised wire etc. complete as per drawings and technical specifications2nd class bamboo (jati or Bethua) 75 mm dia	Metre	959.20
14.14 B	Bamboo spur 'A' type with whole bamboo 85mm-100mm dia, placed 230 mm centre to centre driven 900 mm below ground and 1200 mm to 1500 mm above ground tied with 2nd class bamboo (jati or Bethua) on either side at 450 mm apart horizontally with galvanised wire etc. complete as per drawings and technical specifications1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia	Metre	909.20
14.15	Providing 'A' type single spur with 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Driven closely placed 3m to 4m above ground and 1200 mm to 1500 mm below ground tied with cane or coir string, half 2nd class bamboo (jati or Bethua) horizontally on both face placed not more than one metre apart including whole bamboo struts inside one metre apart and 2 nos. of purlin at top and bottom fitted with vertical struts at 1500 mm apart and filling with brushwood or jungle wood inside the spur complete as per drawing and technical specifications	Metre	1,635.70
14.16	Providing close bamboo toe walling consisting of 65mm to 75mm dia bamboos of length ranging from 1.2 m to 3m driven at 150 mm centre to centre and provided with three horizontal split bamboo runner fixed with nails. All bamboos to be duly protected by coal tar painting	Metre	1,076.90
14.17	Double timber spur with two rows at 800 mm c/c apart of 1st class local wood piles with timber of Azar/Nahar/Nageswar / Zarul wood 150 mm to 200 mm dia driven 2000 mm minimum below ground and 3600 mm above ground average placed at 800 mm belts, bracings etc. of 100 mm x 75 mm size 1st class local wood longitudinally & crosswiswe at ends fitted with 10 mm dia bolts and nuts etc. including coaltarring of timber members and cost of necessary bamboo stagings etc. as directed by the Engineer as per drawing and technical specifications	Metre	19,114.70
14.18	Supplying and filling up hollows of the timber spur to an average height of 3600 mm above ground with jungle wood branches as per drawing and technical specifications as directed by the Engineer	Metre	77.60

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