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| 1 | Site clearance |
| 2 | Dewatering Charge 10 HP |
| 3 | Excavation for pond in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 4 | Excavation in foundation in ordinary soil (loamclay or sand)including 30 m.from the foundationlift upto 1.5 meter and lead upto 30 meter.and includingfilling watering and ramming of excavatedearth in to the spce between the building and sides of the foundation trenches or into the plinth and removel and disposal of surplus earth and directed by the Engineer in charge up to a distance of 30 m.from the foundation trenchesincluding all T&P phowarah and basket etc complete.(SI No.251) |
| 5 | Contruction of Embankment with available material obtained from pond pits with compaction work |
| 6 | Cement Concrete (1:3:6) cement, Sand & 40 mm stone Ballast for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 7 | M 150 class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SI NO 309 |
| 8 | 12mm Thick plaster with cement mortar in proportion of 1:2 cement and fine sand of 1.25 FM over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper comletion of the work.AS PR DSR 13.7.1 (439.25*107*.735)/107 |
| 9 | P.C.C. grade M 20 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 11 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 12 | S/F of Precast Cemented Benches |
| 13 | Supply and fixing of Planting Tree |
| 14 | Supply and fixing of Tree Guard |
| 15 | Supply and fixing of India mark-2 H.P. |
| 16 | Supply and fixing of Solar Street Light |
| 17 | Conc. Of Ghat/ Stair |
| 18 | Conc. Of inlet /outlet |
| 19 | Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cement concrete,0.6 m below ground level, every 15th post, last but one end post end corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diabonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 1705. |
| 20 | Supply and fixing of M.S. Gate(As per P.W.D. Sch. 503) |
| 21 | Supply and fixing of flag with pole and etc (as per MR) |
| 22 | Supply and fixing of Information Board |
