Ladakh SOR 2024
Drainage rates
68 drainage items from the Ladakh Public Works (R&B), effective 2024-08-01.
Drainage rates in the Ladakh Ladakh Schedule of Rates 2024 run from ₹71.95 to ₹23,499.34. Transcribed from UT of Ladakh, Public Works (R&B) Department — Ladakh Schedule of Rates (LSoR) 2024, Order No.58-LA-PW(R&B) of 2024 dated 24.07.2024, operative from 1 August 2024. Reference only — verify against the official source before pricing a bid.
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68 items — scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 19.1.1 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete100 mm diameter | Metre | 487.35 |
| 19.1.2 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete150 mm diameter | Metre | 847.68 |
| 19.1.3 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete200 mm diameter | Metre | 1,075.25 |
| 19.1.4 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete230 mm diameter | Metre | 1,349.18 |
| 19.1.5 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete250 mm diameter | Metre | 1,552.64 |
| 19.1.6 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete300 mm diameter | Metre | 1,692.27 |
| 19.2.1 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design100 mm diameter S. W. pipe | Metre | 903.16 |
| 19.2.2 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design150 mm diameter S.W, pipe | Metre | 1,104.54 |
| 19.2.3 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design200 mm diameter S.W. pipe | Metre | 1,287.61 |
| 19.2.4 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design230 mm diameter S.W, pipe | Metre | 1,287.61 |
| 19.2.5 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design250 mm diameter S.W. pipe | Metre | 1,488.99 |
| 19.3.1 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design100 mm diameter S.W. pipe | Metre | 429.24 |
| 19.3.2 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design150 mm diameter S.W. pipe | Metre | 695.68 |
| 19.3.3 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design200 mm diameter S.W. pipe | Metre | 817.72 |
| 19.3.4 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design230 mm diameter S.W. pipe | Metre | 951.98 |
| 19.3.5 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design250 mm diameter S.W. pipe | Metre | 1,098.44 |
| 19.3.6 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design300 mm diameter S.W. pipe | Metre | 1,208.28 |
| 19.5.1 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps100 mm diameter | Metre | 71.95 |
| 19.5.2 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps150 mm diameter | Metre | 79.57 |
| 19.5.3 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps200 mm diameter | Metre | 84.65 |
| 19.5.4 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps250 mm diameter | Metre | 89.73 |
| 19.5.5 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps300 mm diameter | Metre | 94.80 |
| 19.5.6 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps350 mm diameter | Metre | 109.19 |
| 19.5.7 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps400 mm diameter | Metre | 119.35 |
| 19.5.8 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps450 mm diameter | Metre | 124.43 |
| 19.6.1 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete100 mm dia. R.C.C. pipe | Metre | 727.40 |
| 19.6.2 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete150mm dia. R.C.C. pipe | Metre | 678.88 |
| 19.6.3 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete250 mm dia. R.C.C. pipe | Metre | 923.44 |
| 19.6.4 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete300 mm dia. R.C.C. pipe | Metre | 1,038.08 |
| 19.6.5 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete450 mm dia. R.C.C. pipe | Metre | 1,690.28 |
| 19.6.6 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete500 mm dia. R.C.C. pipe | Metre | 2,008.09 |
| 19.6.7 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete600 mm dia. R.C.C. pipe | Metre | 2,335.60 |
| 19.6.8 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete700 mm dia. R.C.C. pipe | Metre | 3,179.38 |
| 19.6.9 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete800 mm dia. R.C.C. pipe | Metre | 3,660.04 |
| 19.6.10 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete900 mm dia. R.C.C. pipe | Metre | 5,024.77 |
| 19.6.11 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1000 mm dia. R.C.C. pipe | Metre | 5,800.70 |
| 19.6.12 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1100 mm dia. R.C.C. pipe | Metre | 6,509.21 |
| 19.6.13 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1200 mm dia. R.C.C. pipe | Metre | 7,299.92 |
| 19.16 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910 on 12mm dia steel bar conforming to IS: 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as perstandard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) complete as per design | Each | 581.35 |
| 19.18.1 | Supplying and fixing C.I. cover without frame for manholes455x610 mm rectangular C.I. cover (light duty)the weight of the cover to be not less than 23 kg | Each | 2,094.21 |
| 19.18.2 | Supplying and fixing C.I. cover without frame for manholes500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | Each | 6,624.43 |
| 19.18.3 | Supplying and fixing C.I. cover without frame for manholes560 mm diameter C.I, cover (heavy duty) the weight of the cover to be not less than 108 kg | Each | 8,305.25 |
| 19.19.1.1 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality — L D-2.5Rectangular shape 600x450mm internal dimensions | Each | 1,630.31 |
| 19.19.1.2 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality — L D-2.5Square shape 450mm internal dimensions | Each | 1,442.09 |
| 19.19.1.3 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality — L D-2.5Circular shape 450mm internal diameter | Each | 1,442.09 |
| 19.19.2.1 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality — MD- 10Square shape 450 mm internal dimension | Each | 1,720.76 |
| 19.19.2.2 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality — MD- 10Circular shape 500mm internal diameter | Each | 1,454.30 |
| 19.19.3.1 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality — HD-20Circular shape 560 mm internal diameter | Each | 2,066.18 |
| 19.19.4.1 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality — EHD - 35Circular shape 560 mm internal dia | Each | 2,606.07 |
| 19.20 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 875.31 |
| 19.21.1 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 100 to 250 mm diameter | Each | 798.12 |
| 19.21.2 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 250 to 300 mm diameter | Each | 928.91 |
| 19.21.3 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. completeFor pipes 350 to 450 mm diameter | Each | 1,349.87 |
| 19.33 | Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design | Each | 3,633.03 |
| 19.34.1 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1cement: 1 fine sand) including testing of joints etc. complete100 mm dia | Each | 508.77 |
| 19.34.2 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1cement: 1 fine sand) including testing of joints etc. complete150 mm dia | Each | 671.57 |
| 19.35.1 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete450 mm dia. R.C.C. pipe | Metre | 2,695.67 |
| 19.35.2 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete600 mm dia. R.C.C. pipes | Metre | 3,198.41 |
| 19.35.3 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete900 mm dia RCC pipes | Metre | 5,005.31 |
| 19.35.4 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1000 mm dia RCC pipes. (Laying by manual/ machanical means) | Metre | 5,887.74 |
| 19.35.5 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1200 mm dia RCC pipes. (Laying by manual/ machanical means) | Metre | 9,243.17 |
| 19.35.6 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1800 mm dia RCC pipes. (Laying by manual/ machenical means) | Metre | 16,738.97 |
| 19.36.1 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete450 mm dia RCC pipes | Metre | 3,129.29 |
| 19.36.2 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete600 mm dia RCC pipes | Metre | 4,225.69 |
| 19.36.3 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete900 mm dia RCC pipes | Metre | 7,723.12 |
| 19.36.4 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1000 mm dia RCC pipes. (Laying by manual/ machanical means) | Metre | 9,592.29 |
| 19.36.5 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1200 mm dia RCC pipes. (Laying by manual/ machanical means) | Metre | 11,465.90 |
| 19.36.6 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete1800 mm dia RCC pipes. (Laying by manual/ machanical means) | Metre | 23,499.34 |
Other chapters in this schedule
- Earth work (40)
- Concrete Work (59)
- Reinforced Cement Concrete (106)
- Masonary Work (50)
- Stone Work (43)
- Cladding Work (49)
- Wood and PVC Work (342)
- Steel Work (53)
- Flooring Work (110)
- Roofing Work (123)
- Finishing Work (134)
- Repairs to Building (82)
- Dismantling and Demolishing (60)
- Road Work (121)
- Sanitary Installations (210)
- Water Supply (399)
- Pile Work (31)
- Aluminium Work (33)
- Water Proofing (25)
- River and Canal Protection Work (8)
- Canal Lining Works (31)
- Slip Clearance (5)
- Rain Water Harvasting and Tube Wells (37)
- Conservation Of Heritage Building (7)
- Horticulture and Land Scaping (31)
- Structural Glazing Aluminium Composit Panel (5)
- New Technologies & Materials (166)
- Special Items for Ladakh (21)
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