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| 1 | Lining with Design mix cement concrete with machine batched and machine mixed of grade M-15 with minimum cement contents 240 kg/cum, 75 mm thick including pumping of concrete to site of laying admixtures in recommended proportiones as per IS : 9103 to accelerate in curve portion and side slope manually including cement and slurry, from work dressing and preparation of Sub Grade. HSR item No. 10.64, 19.12, 19.2 & 19.15 (b) A & C slip No. 32 and 33 dated 11/11/2020. |
| 2 | Providing & laying in position machine batched and machine mixed design M-15 grade cement concrete using cement content as per approved design mix including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing including admixtures in recommended proportiones as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of Engineer-in-charge in foundation & Plinth. (Note: Cement contents in this item is @240 kg per cum) HSR item No. 10.64 and A & C slip No. 32 dated 11.11.2019 |
| 3 | Laying of 150 micron polythene sheet N.S. |
| 4 | Supply of 150 micron polythene sheet N.S. |
| 5 | First class brick work laid in cement sand mortar 1:4 in foundation and plinth. HSR item No. 11.4 |
| 6 | Dismantling Brick Work, Tile Masonary or Tile Lining and Tile Terracing in cement. HSR item No. 8.5 (b) |
| 7 | E/work excavation foundation and trenches etc in all kind of soil, not exceeding 2 mtr depth, including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 mtres. HSR item No. 6.6 |
| 8 | Cement Concrete 1:6:12 with brick ballast 40 mm nominal size in foundation and plinth. HSR item No. 10.30 |
| 9 | Cement Concrete 1:4:8 with brick ballast 40 mm nominal size in foundation and plinth. HSR item No. 10.36 |
| 10 | Filling expansion joints with special imprevious hot pour, 12 mm vide HSR item No. 19.17 |
| 11 | Steel Reinforcement TMT bars FE-500 EQR/FE-500 D grade or more RCC work, where not included in the complete rate of RCC including stg, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc and placing in position complete in all respect for all height/depths/storeys/basements etc. HSR item No. 18.22 A&C Slip No. 29 dated 25.10.2019 |
| 12 | E/work execuation in ordinary soil exclusive of compensation of earth dressed with a combined lead of 495 mtr including breaking of clods. HSR item No. 6.2 (b) ( c) (i) (ii) (iii) and 6.3 (i) |
| 13 | Extra for compaction of earth laying as per specifications, watering the earth laid in 25 cm layers with road roller/sheep foot roller and tractor or any other like machinary under suitable moisture contents with desired field density not less than 25% maximum dry density (ordinary protector test) HSR item NO. 6.2 (g) (i) (iii), 6.3 (i) and 6.2 (g) (v) |
| 14 | Earth Work excavation in ordinary soil exclusive of compensation of earth dressed with a combined lead 30 mtrs including breaking of clods. HSR item No. 6.2 (b) ( c) (i) and 6.3 (i) |
| 15 | Earth Work for lip cutting for lining of Irrigation channels, inclusive of all allowance, lead and dressing upto 1.50 mtr depth. HSR item No. 19.23 (a) |
| 16 | Extra allowance for form work in concrete lining in bed (coping). HSR item No. 19.15 (a) |
| 17 | First class brick work in laid in cement sand mortar 1:3 in foundation and plinth. HSR item No. 11.5 |
| 18 | Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED 450 mm dia specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc complete in all respect to the satisfaction to the Engineer-incharge. HSR item No. 28.60 A&C Slip No. 9 dated 04.11.2010 |
| 19 | Removing hume/RCC pipes 300 mm dia NP2. HSR item 8.35 (a) |
| 20 | Providing and laying of APM Block N.S. |
| 21 | Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. HSR item No. 10.41 |
| 22 | Cement Concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced cement concrete work but excluding steel reinforced centring and shuttering in foundation and plinth. HSR item No. 10.79 |
| 23 | Shuttering for faces of concrete foundation and foundation beams (vertical or battering). HSR item No. 9.13 |
| 24 | Dismantling cement concrete plain 1:2:4. HSR item No. 8.6 (d) |
| 25 | Dismantling of road including soling and wearing coat, screening and stacking of old servicable material, complete in all respect. HSR item No. 24.37 |
| 26 | Restoring of road cut, in level with existing road surface, including preparation of sub grade laying and re-laying of soling and laying and consolidation of wearing coats to water bound macadam specifications and laying 20mm thick pre mix carpeet, on top including cost of tack and seal coat. Complete in all respect. HSR item No. 24.38 |
| 27 | Dismantling cement concrete plain 1:6:12 HSR item No. 8.6 (a) |
| 28 | Labour for raising of bridge slab 22.58 feet x 17.94 feet (NS). |
| 29 | Credit of dismantled brick work material. |
| 30 | Credit of dismantled tile lining work material. |
| 31 | Credit on account of surplus excavation earth to be sold. |
| 32 | Credit of old RCC pipe 300 mm dia. |
