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| 1 | Site clearance |
| 2 | Dewatering Charge(M.rate) |
| 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 foundation lift upto 1.5 meter and lead upto 30 meter.and including filling watering and ramming of excavated earth 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 | Providing concrete 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 307 |
| 8 | 12mm Thick plaster with cement mortar in proportion of 1:3 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. (including racking & washing surface) SI NO-582 |
| 9 | P.C.C. grade M 20 Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications PWD SI No. 279b |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader 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 | Supply and fixing of 600 mm dia H.P. for inlet |
| 13 | Supply and fixing of 600 mm dia H.P. for outlet |
| 14 | S/F of Precast Cemented Benches |
| 15 | Supply and fixing of Planting Tree |
| 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 redimate pricost boundary wall |
| 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 for 10 mtr & 5 mtr. poles) and 20 pole 3 m shead |
| 22 | Supply and fixing galvanized corrugated iron roofing 24 B.W.G. in position including supply of all material, labour,tools &plants etc. required for proper completion of the work and including wastage |
| 23 | Supply & fixing of 9 mtr GI Octagonal Pole of approved make with 4x200 watt LED Semi High Mast Flood Light of Approved make etc. complete as per detailed analysis attached . |
| 24 | Supply & fixing of ss railing |
| 25 | Supply and fixing of Information Board Please Enable Macros to View BoQ information |
