R/ASSAM SOR 2020-21
Substructure rates
40 substructure items from the Assam PWD (Roads), effective 2020-12-31.
- Items
- 40
- Lowest rate
- ₹119.20
- Highest rate
- ₹56,405.20
- Effective from
- 2020-12-31
S-01/RATE ITEMS40 ITEMS
Substructure rates in the Assam Schedule of Rates for Rural Roads 2020-21 run from ₹119.20 to ₹56,405.20. 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.. For reference only: verify against the official source before pricing a bid.
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Unit
40 items. Scroll the table to browse
| Description | Unit | ||
|---|---|---|---|
| 12.1 I | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:3 cement mortar | Cum | 7,277.90 |
| 12.1 ii | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:4 Cement mortar | Cum | 7,064.70 |
| 12.1 iii | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:5 cement mortar | Cum | 7,026.20 |
| 12.1 iv | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204In 1:6 cement mortar | Cum | 6,949.30 |
| 12.4 I | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed rubble masonry (1st sort)In 1:3 cement mortar | Cum | 5,088.10 |
| 12.4 I | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed rubble masonry (1st sort)In 1:4 cement mortar | Cum | 4,785.20 |
| 12.4 I | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed rubble masonry (1st sort)In 1:5 cement mortar | Cum | 4,579.20 |
| 12.4 I | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed rubble masonry (1st sort)In 1:6 cement mortar | Cum | 4,492.60 |
| 12.4 II | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed Rubble masonry (2nd sort)In 1:3 cement mortar | Cum | 5,344.50 |
| 12.4 II | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed Rubble masonry (2nd sort)In 1:4 cement mortar | Cum | 4,639.10 |
| 12.4 II | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed Rubble masonry (2nd sort)In 1:5 cement mortar | Cum | 4,578.20 |
| 12.4 II | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Coursed Rubble masonry (2nd sort)In 1:6 cement mortar | Cum | 4,456.30 |
| 12.4 III | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Random rubble masonryIn 1:3 cement mortar | Cum | 5,617.70 |
| 12.4 III | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Random rubble masonryIn 1:4 cement mortar | Cum | 5,079.20 |
| 12.4 III | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Random rubble masonryIn 1:5 cement mortar | Cum | 5,002.20 |
| 12.4 III | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 — Random rubble masonryIn 1:6 cement mortar | Cum | 4,848.40 |
| 12.5 I i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15Nominal mix (1:2.5:5) | Cum | 5,517.00 |
| 12.5 I ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15Nominal mix 1:2.5:5 (Hand mixing) | Cum | 5,555.80 |
| 12.5 I II i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15 — P.C.C. grade M 20Nominal mix (1:2:4) | Cum | 6,237.90 |
| 12.5 I II ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15 — P.C.C. grade M 20Nominal mix 1:2:4 (Hand mixed) | Cum | 6,276.70 |
| 12.5 I III i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15 — RCC Grade M 20For height upto 5 m | Cum | 6,620.00 |
| 12.5 I III ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15 — RCC Grade M 20For height above 5 m upto 10 m | Cum | 6,740.20 |
| 12.5 I IV i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15 — RCC Grade M 25For height upto 5 m | Cum | 7,073.00 |
| 12.5 I IV ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — P.C.C grade M 15 — RCC Grade M 25For height above 5 m upto 10 m | Cum | 7,201.80 |
| 12.5 B I i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — P.C.C grade M 15Nominal mix (1:2.5:5) | Cum | 5,182.40 |
| 12.5 B I ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — P.C.C grade M 15Nominal mix 1:2.5:5 (Hand mixing) | Cum | 5,221.30 |
| 12.5 B II i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — P.C.C. grade M 20Nominal mix (1:2:4) | Cum | 5,824.90 |
| 12.5 B II ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — P.C.C. grade M 20Nominal mix 1:2:4 (Hand mixed) | Cum | 5,863.80 |
| 12.5 B III i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — RCC Grade M 20For height upto 5 m | Cum | 6,134.00 |
| 12.5 B III ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — RCC Grade M 20For height above 5 m upto 10 m | Cum | 6,245.20 |
| 12.5 B IV i) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — RCC Grade M 25For height upto 5 m | Cum | 6,587.00 |
| 12.5 B IV ii) | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 — With Natural Gravel — RCC Grade M 25For height above 5 m upto 10 m | Cum | 6,706.80 |
| 12.6 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | Tonne | 56,373.70 |
| 12.7 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | Tonne | 47,543.60 |
| 12.8 | Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | Tonne | 56,405.20 |
| 12.9 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | Nos | 119.20 |
| 12.10 I | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8Granular material | Cum | 1,316.10 |
| 12.10 ii | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8Sandy material | Cum | 1,613.00 |
| 12.11 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical | Cum | 1,835.00 |
| 12.14 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 | Nos | 634.90 |
S-02/SOURCE RECORD2020-21
- ISSUED BY
- Assam PWD (Roads)
- EFFECTIVE
- 2020-12-31
- RETRIEVED
- 2026-07-29
S-03/CHAPTERS15 MORE
Other chapters in this schedule
- Carriage of Materials22
- Site Clearance and Setting Out44
- Earthwork, Erosion Control and Drainage32
- Granular Sub-Bases, Bases (Non-Bituminous) and Shoulders27
- Bases and Surface Courses (Bituminous)47
- Cement Concrete Pavement14
- Hill Roads18
- Traffic Signs, Markings and Other Road Appurtenances22
- Foundation33
- Superstructure71
- Protection Works25
- Maintenance of Roads19
ARCHED / ESTIMATING
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