Arunachal Pradesh SOR 2023
Drainage rates
21 drainage items from the Arunachal Pradesh PWD, effective 2024-12-30.
Drainage rates in the Arunachal Pradesh Building Schedule of Rates 2023 run from ₹34.20 to ₹42,159.60. Transcribed from Arunachal Pradesh PWD — APSR 2023, Schedule of Rates for Building Works and Services (zero lead based, excluding carriage cost), published under the authority of the Chief Engineer (CSQ), PWD Arunachal Pradesh, Itanagar; issued on the department's Schedule of Rates page 30 December 2024. Reference only — verify against the official source before pricing a bid.
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21 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 17.1 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete | Metre | 584.50 |
| 17.2 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete | Metre | 811.40 |
| 17.3 | Making kutcha drain up to 30 cm wide and 23 cm deep in all soils including dressing removal of surplus earth and making proper gradient | Metre | 34.20 |
| 17.4(a) | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete100 mm dia SW pipes | Metre | 549.40 |
| 17.4(b) | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete150 mm dia SW pipes | Metre | 729.80 |
| 17.4(c) | Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete200 mm dia SW pipes | Metre | 957.90 |
| 17.5(a) | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design100 mm dia SW pipes | Metre | 990.60 |
| 17.5(b) | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design150 mm dia SW pipes | Metre | 1,061.40 |
| 17.5(c) | Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design200 mm dia SW pipes | Metre | 1,219.20 |
| 17.6(a) | Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete100 mm dia RCC Pipes (NP2) | Metre | 521.20 |
| 17.6(b) | Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete150 mm dia RCC Pipes (NP2) | Metre | 678.10 |
| 17.6(c) | Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete250 mm dia RCC Pipes (NP2) | Metre | 1,002.60 |
| 17.6(d) | Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete300 mm dia RCC Pipes (NP2) | Metre | 1,301.30 |
| 17.7(a) | Providing and laying light duty non-pressure NP2 class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand) including testing joints etc complete450 mm dia RCC pipes (NP2) | Metre | 2,704.20 |
| 17.7(b) | Providing and laying light duty non-pressure NP2 class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand) including testing joints etc complete600 mm dia RCC pipes (NP2) | Metre | 3,842.10 |
| 17.7(c) | Providing and laying light duty non-pressure NP2 class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand) including testing joints etc complete700 mm dia RCC pipes (NP2) | Metre | 4,022.70 |
| 17.7(d) | Providing and laying light duty non-pressure NP2 class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand) including testing joints etc complete900 mm dia RCC pipes (NP2) | Metre | 6,051.40 |
| 17.7(e) | Providing and laying light duty non-pressure NP2 class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1 : 2 (1 cement : 2 fine sand) including testing joints etc complete1000 mm dia RCC pipes (NP2) | Metre | 6,715.00 |
| 17.8(a) | Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard designInside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg) | Each | 16,422.00 |
| 17.9 | Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design | Each | 42,159.60 |
| 17.10 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design | Each | 6,274.90 |
Other chapters in this schedule
- Temporary Item (19)
- Earth Work (33)
- Mortar (16)
- Concrete Work (49)
- RCC Work (53)
- Brick Work (21)
- Stone Work (23)
- Walling (10)
- Wood Work (88)
- Steel Work (34)
- Flooring (97)
- Roofing (85)
- Finishing (102)
- Repair of Buildings (26)
- Dismantling (43)
- Miscellaneous (57)
- Water Supply (118)
- Sanitary Installation (70)
- Aluminium Work (25)
- PVC & uPVC Work (12)
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