Rural Engineering Department has published Construction Of Interlocking And Culvert .. Submission Date for this Tender is 30-03-2020. Drainage Tenders in SHRAWASTI Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Block Ikauna me Balrampur Bahraich marg se Junior High School tak interlocking evam pulia nirman. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work excavation for structures as per Drawing & technical specification clause 305.1 including setting out construction of shoring and bracing,removal of stumps and other deleterios materials and disposal up to lead 50m dressing of sides and bottom and backfilling in trenches with excaveted suitable material As per 300 MORD Spec | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001113 | 24 | cum |
| 3 | 2 | P/L of Cement Concrete with 1:6:12 Cement, Fine sand & 40mm Brick ballast as per S.I. 273. | BI01010001010000000000000515BI0100001114 | ||
| 4 | 2.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001115 | 4.5 | cum |
| 5 | 3 | construction of granular sub base by providing well graded material ,spreding in uniform layers with motor grader on prepared surface , mixing by mix in place mrthod with rotavetor at OMC complete as per technical specification clause 401 | BI01010001010000000000000515BI0100001116 | ||
| 6 | 3.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001117 | 23.63 | cum |
| 7 | 4 | Ist Class B/W 1:4 Cement, C/ Sand Mortar as per S.I. 305(b) | BI01010001010000000000000515BI0100001118 | ||
| 8 | 4.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001119 | 13.8 | cum |
| 9 | 5 | 12mm thick Plaster in 1:3 Cement & coarse sand mortar as per S.I. No. 583 | BI01010001010000000000000515BI0100001120 | ||
| 10 | 5.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001121 | 30 | sqm |
| 11 | 6 | Providing & laying Cement Concrete 1:2:4 Cement, C/sand & 20mm stone grit I/C all material, labour and T & P etc. requred for proper complition of the work as per S.I. No. 279(b) | BI01010001010000000000000515BI0100001122 | ||
| 12 | 6.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001123 | 1.15 | cum |
| 13 | 7 | Supply & Laying of Zig-Zag 80mm thick interlocking Tiles Concrete Block Pavements having thickness of 80mm as per drawing and Technical Specification clause 1504. | BI01010001010000000000000515BI0100001124 | ||
| 14 | 7.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001125 | 300 | sqm |
| 15 | 8 | Supply & Laying of P.V.C. Pipe 110mm dia | BI01010001010000000000000515BI0100001126 | ||
| 16 | 8.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001127 | 31.5 | rm |
| 17 | 9 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-charge as per technical Specification clause 301.3.4.1 &301.5 including Cartage one Km Cartage | BI01010001010000000000000515BI0100001128 | ||
| 18 | 9.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001129 | 17.5 | cum |
| 19 | 10 | Earth work excavation for structures as per Drawing & technical specification clause 305.1 including setting out construction of shoring and bracing,removal of stumps and other deleterios materials and disposal up to lead 50m dressing of sides and bottom and backfilling in trenches with excaveted suitable material As per 300 MORD Spec | BI01010001010000000000000515BI0100001130 | ||
| 20 | 10.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001131 | 43.06 | cum |
| 21 | 11 | C.C. 1:4:8 Cement, Fine Sand & 40mm Brick Ballast as per S.I. No. 275 | BI01010001010000000000000515BI0100001132 | ||
| 22 | 11.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001133 | 15.72 | cum |
| 23 | 12 | Supply of 900mmØ NP3 Grade Hume Pipe in required position. | BI01010001010000000000000515BI0100001134 | ||
| 24 | 12.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001135 | 10 | rm |
| 25 | 13 | Laying and Fixing 900mmØ NP3 Grade Hume Pipe in required position. | BI01010001010000000000000515BI0100001136 | ||
| 26 | 13.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001137 | 10 | rm |
| 27 | 14 | Ist Class B/W 1:4 Cement, C/ Sand Mortar as per S.I. 305(b) | BI01010001010000000000000515BI0100001138 | ||
| 28 | 14.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001139 | 25.56 | cum |
| 29 | 15 | Struck pointing 1:2 Cement, Fine sand and open surface. | BI01010001010000000000000515BI0100001140 | ||
| 30 | 15.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001141 | 72.88 | sqm |
| 31 | 16 | P.C.C. 1:2:4 Cement, C/sand & 20mm stone grit as per S.I. No. 279(b) | BI01010001010000000000000515BI0100001142 | ||
| 32 | 16.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001143 | 4.61 | cum |
| 33 | 17 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-charge as per technical Specification clause 301.3.4.1 &301.5 including Cartage one Km Cartage | BI01010001010000000000000515BI0100001144 | ||
| 34 | 17.01 | SI NO AS PER BOQ | BI01010001010000000000000515BI0100001145 | 126.56 | cum |
| 35 | Total in Figures |
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