| 1 | LAYING OF UGD | -- | 14.00 | Each | 1562.87 | 21880.18 |
| Extra 0.1m additional depth for 1.20 mtr dia chamber |
| 2 | LAYING OF UGD | -- | 15.00 | Each | 1058.14 | 15872.10 |
| Extra 0.1m additional depth for 0.90 mtr dia chamber |
| 3 | LAYING OF UGD | -- | 5.00 | Each | 161.33 | 806.65 |
| TBSP-B.III-01 Making drainage connection from a drainage line in to an existing inspection chamber/ manhole including making a hole in to the chambers, placing necessary pipes in the connection and making good the junction in and out of the chambers including cost of necessary cement, sand and aggregate etc., |
| 4 | LAYING OF UGD | -- | 137.20 | 1 Cum | 60.30 | 8273.16 |
| Carting of excavated soils up to a lead of 1.0Km including loading and unloading etc.complete for finished item of work |
| 5 | LAYING OF UGD | -- | 348.75 | 1 Cum | 32.76 | 11424.94 |
| Refilling with available excavated earth, filling charges, watering, tamping and rammming and all labour charges and operational charges complete as directed by the Departmental officers |
| 6 | LAYING OF UGD | -- | 2.00 | Each | 76231.39 | 152462.78 |
| Constructing 1.50m (5?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base wall on PCC using solid Bricks Ist step 1.00 mtr height 0.45 mtr thick, 2nd step 1.50 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.5 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 3.5 mtr depth |
| 7 | LAYING OF UGD | -- | 2.00 | Each | 81738.05 | 163476.10 |
| Constructing 1.50m (5?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base wall on PCC using solid Bricks Ist step 1.00 mtr height 0.45 mtr thick, 2nd step 1.50 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.5 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 4.00 mtr depth |
| 8 | LAYING OF UGD | -- | 7.00 | Each | 54724.87 | 383074.09 |
| Constructing 1.50m (5?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 at base on PCC using solid Bricks of 1.50 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.5 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 3 mtr depth |
| 9 | LAYING OF UGD | -- | 6.00 | nod | 37213.17 | 223279.02 |
| Constructing 1.20m (5?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 1.00 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 2.5 mtr depth |
| 10 | LAYING OF UGD | -- | 6.00 | Each | 27370.45 | 164222.70 |
| Constructing 1.20m (5?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 0.50 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 2.0 mtr depth |
| 11 | LAYING OF UGD | -- | 11.00 | Each | 20123.68 | 221360.48 |
| Constructing 1.20m (5?0?) dia solid block masonry inspection chamber with Earth work , PCC (1:4:8) prop.Using 40mm nominal size hand broken granite metal of 15cm thick, Brick Masonry work in CM 1:5 base on PCC using solid Bricks of 0.10 mtr height 0.35 mtr thick, Brick Masonry work in CM 1:4 using solid Bricks with slanting wall from 1.2 mtr dia to 0.56 mtr dia at top with 0.23 mtr thick, Plain Cement concrete (1:2.5:5) using 20 mm metal with hand mixing upto Plinth level for top cover, External Plastering 12mm thick with cement mortor C.M (1:4) prop., Plastering to internal walls in 20mm thick with cement mortor C.M (1:5), Suply and delivery and fixing of Encapsulated steps for man holes finishing of steps, Supply and delivery and fixing of Heavy duty grade 20 with 560mm dia clear opening man hole cover and frames (S.F.R.C) Carting of excavated soils Refilling with excavated soil - 1.5 mtr depth |
| 12 | LAYING OF UGD | -- | 270.00 | 1mtr | 800.98 | 216264.60 |
| Lowering the 600mm dia RCC S/S NP 3 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 (PHE-LRCS-6) 600mm dia |
| 13 | LAYING OF UGD | -- | 270.00 | 1mtr | 8875.60 | 2396412.00 |
| Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex?factory (rate per meter of effective length) Excluding transportation & taxes (FOR R.C.C. S/S PIPES NP3 SSR 2020-21 ) 600mm dia |
| 14 | LAYING OF UGD | -- | 50.00 | 1Cum | 1958.20 | 97910.00 |
| Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH |
| 15 | LAYING OF UGD | -- | 436.00 | Cum | 403.84 | 176074.24 |
| Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) - Ordinary Soil - Manual Means. 300mm dia |
| 16 | LAYING OF UGD | -- | 2.70 | 1Cum | 318.12 | 858.92 |
| c) Cutting Water Bound Macadam/WMM Road. 1 Cum Rs. 280 Page 421 of 516 SSR 20-21 |
| 17 | LAYING OF UGD | -- | 4.50 | 1Cum | 2587.01 | 11641.55 |
| b) Cutting C.C.Road Surface 1 Cum Rs. 2277 Page 421 of 516 SSR 20-21 |
| 18 | LAYING OF UGD | -- | 18.00 | 1Cum | 1242.95 | 22373.10 |
| a) Cutting B.T.Road surface 1 Cum Rs. 1094 Page 421 of 516 SSR 20-21 |
