Panchayat Raj Department has published Construction Of Rcc Culvert -Block Moh . Pur Devmal Ke Gram Shahpur Sahsu Urf Sahsuwala Se Sikaira Sampark Marg Par Rcc Culvert Ka Nirman Karya . Lot 26 Block Moh . Pur Devmal Ke Gram Shahpur Sahsu Urf Sahsuwala Se Sikaira Sampark Marg Par Rcc Culve. Submission Date for this Tender is 28-10-2020. Culvert Tenders in BIJNOR Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Block Moh. Pur Devmal ke Gram Shahpur Sahsu Urf Sahsuwala se Sikaira Sampark Marg par RCC Culvert ka Nirman Karya. LOT 26 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of Existing structures like Cement Mortar including unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (Labour Only) | 1 | 8.1 | M3 |
| 2 | 2 | Dismantling of Flexible Pavements and disposal of dismalted materials upto a lead of 1000 m, stacking the serviceable material and unserviceable material separately as per Technical Specification Clause 202. (Labour Only) | 3 | 9 | M3 |
| 3 | 3 | Removing all Types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry works as per Technical Specification Clause 202. 900 mm dia Hume pipe | 5 | 15 | M3 |
| 4 | 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (For carted earth) Making for Coffar Dam | 7 | 90 | M3 |
| 5 | 5 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side Abutments Wing Wall's Up-Dn Wall's | 9 | 47 | M3 |
| 6 | 6 | Dewatering By 5 H.P. Diesesl Pumping Set of 5 H.P. Capacity including hire Charges of Pumping Set and its POL, Labour T&P etc. required for proper completion of work (5 Days x 24 Hour's) (As Per PWD New Item No. 2, Chapter-19) | 10 | 120 | HOUR'S |
| 7 | 7 | Providing & laying in cement concrete (1:3:6) with 40 mm nominal size aggregate. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Abutments Wing Wall's Up-Dn Walls Water Way | 14 | 12.48 | M3 |
| 8 | 8 | Brick masonry work (1:4) cement & coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Abutments Wing Wall's Up-Dn Walls-Ist step 2nd step 3rd step Parapet | 15 | 47.091 | M3 |
| 9 | 9 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204Parapet Wing Wall's Water Way | 16 | 57.648 | M2 |
| 10 | 10 | Providing 40 mm thick P.C.C (1:2:4) in Drain for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, Water Way1202 & 1203 Parapet Wing Wall's | 17 | 2.133 | M3 |
| 11 | 11 | Providing and laying reinforced cement concrete R.C.C grade M 25 Nominal mix (1:1.5:3) in super structure complete as per drawings and technical specifications Clause 800, 1205.4 & 1205.5 Culvert Slab Base Plate's | 18 | 9.788 | M3 |
| 12 | 12 | Supplying, fitting, and placing M.S bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 1x11.25x78.5/100x1.5*100 | 19 | 1152.5 | Kg |
| 13 | 13 | Earth work in filling of embankment in ordinary soil comp. watering remaning etc. comp. as per Technical Specification Clause 301.5 I Water way-Ist step 2nd step 3rd step 4th step Aproach Less for Settlement Allowance | 20 | 119.9 | M3 |
| 14 | 14 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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. GSB Grade-1 | 21 | 4.95 | M3 |
| 15 | 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per Technical Specification Clause 405.WBM Grade-3 | 22 | 3.375 | M3 |
| 16 | 16 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 CC Road Pavement | 23 | 6.75 | M3 |
| 17 | 17 | Laying brick soling layer on prepared sub-grade with brick on edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing as per Technical Specification Clause 412 B/S Berm's | 24 | 27 | M2 |
| 18 | 18 | Supply and fixing of Sign Board | 25 | 1 | Job |
| 19 | 19 | GST 12% | 26 | 1 | NOS |
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