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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (4.10.1.1) Earth work in excavation in foundation, trenches etc. including\ndressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m | 100 | CUM | |
| 2 | 2 | (25.1.2) Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:4 (1 cement : 4 coarse sand) | 52.5 | CUM | |
| 3 | 3 | (2.4.2) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks | 120 | CUM | |
| 4 | 4 | (1.1.3) Carriage of Materials by mechanical transport including loading,unloading and stacking ::Stone,boulders,gravelly material Beyond 5Km upto 10Km.per Km. | 220 | CUM | |
| 5 | 5 | (22.1.1) Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting,propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. | 100 | sqm | |
| 6 | 6 | (21.1.2) Providing and laying in position cement concrete of specified grade\nexcluding the cost of centring and shuttering - All work upto plinth\nlevel :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). | 70 | CUM | |
| 7 | 7 | (17.20.2) Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends IS: 458 - 1988 (amended up to date) marked and manufactured through spun process at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing,sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer.Note : E/w to be measured and paid separately.200 mm internal diameter | 60 | meter | |
| 8 | 8 | (21.7) Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone\naggregate 12.5mm nominal size). | 90 | sqm | |
| 9 | 9 | (32.3.2) Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:4 (1 cement : 4 fine/ coarse sand) | 800 | sqm | |
| 10 | 10 | (12.6) Providing and fixing of reinforced Ferro-Cement drain covers\ndesigned for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. | |||
| 11 | 11 | (12.6.1) Standard Size 600x800mm (75mm thick) for span 300 to 450mm | 24 | sqm | |
| 12 | 12 | (12.6.2) Standard Size 1000x800mm (100mm thick) for span 451 to 700mm | 52 | sqm | |
| 13 | 13 | (12.6.3) Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm | 58.5 | sqm | |
| 14 | 14 | (12.6.4) Standard Size 2100x500mm (150mm thick) for span 1201 to\n1500mm | 45.15 | sqm | |
| 15 | 15 | (32.9) Neat cement punning | 240 | sqm | |
| 16 | 16 | (23.19.6) Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. | 1800 | kg | |
| 17 | 17 | (23.1.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 30 | cum | |
| 18 | 18 | (29.2) Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: | 300 | kg |
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