Name of Work:- Pitching of Babyal Bundh from RD 7400 to RD 15000 in a length of 7600ft
Sl. No.
Item Description
1
1:3:6 (1cement:3coarse sand (zone|||):6graded cum stone aggregate 20 mm nominal size ) for grouting in stone pitching
2
S/o and C/o stone spawl of requisite size from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading and stacking as per recommended committee rate for the year 2024-2025 for Ambala, Panchkula, Kaithal and Kurukshetra.
3
S/o and C/o stone boulders of requisite size from approved quarry to site of work as per PWD specification No. 3.31 read with 23.8 and 23.9 loading, unloading and stacking as per recommended committee rate for the year 2025-2026 for Ambala, Panchkula, Kaithal and Kurukshetra.
4
[16.29]Weaving wire-netting for wire crates, including binding sides, and partition to make crate of 15 cm x 15 cm, or 25 cm x 7.5 cm mesh by mechanical/ mannual means. [Through Rate]
5
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
6
[2.B0046] B0046. Hard drawn steel wire [Rate]
7
[16.42.2]Stone or kankar block pitching by mechanical/ mannual means- 2. On slopes of guide banks and protection works [Through Rate]
8
[16.44.1]Filling stone or spalls by mechanical/ mannual means.- 1. on level [Through Rate]
9
[16.44.2]Filling stone or spalls by mechanical/ mannual means.- 2. On side slopes behind pitching [Through Rate]
10
[16.45.1]Grouting stone filling or pitching by mechanical/ mannual means.- 1. with bajri or shingle [Through Rate]
11
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
12
[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] Please Enable Macros to View BoQ information
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