Tender For Mo Faridpur Dr. Soil And Interlocking Work From Rajesh Singhs House To Shikha Tripathis House- E/W Filling With 5Km Cartage Including Ramming & Dressing Of As Per Direction Of E/I 2 E/W Excavation In Foundaton In Ordinary Soil As Per S.I. N
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Project Description
Tender For MO Faridpur Dr. Soil and interlocking work from Rajesh Singhs house to Shikha Tripathis house - E/w filling with 5km cartage including ramming & dressing of as per direction of E/I 2 E/w excavation in foundaton in ordinary soil as per S.I. No-251 3 P/l c.c. in 1:6:12 cement,f/sand & 40 mm gauge brick ballast as per S.I.No-273. 4 M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b) 5 2.5cm.(1) thick damp proof coarse with cement concerete consiting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm.(1.5) graded stone grit and including water proofing materials as ordered by the Engineer-in charge in the proportion as specified by the manufacturers.As per SOR item no. 361 6 Construction of granular sub-base by providing well graded materials,spreading in uniform layer with motor grader on prepared surface, mixing by min place method with rotavator at OMC and compacting wih smooth wheel rollder to achivethe desired densty complete as per technical specification cluase 401 7 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 8 Supply and laying of 80mm thick rubber molded zig zag interloking tiles joint fillup sandAs per proper comber all complete etc. Chapter no. 20 Sl no. 8 Sch. PWD 6.7Qty 9 S/F Inaguration board.
BOQ
| Sl. No. | Item Description |
| 1 | E/w filling with 5km cartage including ramming & dressing of as per direction of E/I |
| 2 | E/w excavation in foundaton in ordinary soil as per S.I. No-251 |
| 3 | P/l c.c. in 1:6:12 cement,f/sand & 40 mm gauge brick ballast as per S.I.No-273. |
| 4 | M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No- 305(b) |
| 5 | 2.5cm.(1\") thick damp proof coarse with cement concerete consiting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm.(1.5\") graded stone grit and including water proofing materials as ordered by the Engineer-in charge in the proportion as specified by the manufacturers.As per SOR item no. 361 |
| 6 | Construction of granular sub-base by providing well graded materials,spreading in uniform layer with motor grader on prepared surface, mixing by min place method with rotavator at OMC and compacting wih smooth wheel rollder to achivethe desired densty complete as per technical specification cluase 401 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 8 | Supply and laying of 80mm thick rubber molded zig zag interloking tiles joint fillup sandAs per proper comber all complete etc. Chapter no. 20 Sl no. 8 Sch. PWD 6.7Qty |
| 9 | S/F Inaguration board. |
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