Public Works Department-PWD has published Construction Of Majkhali Digoti To Majethi Motor Road Under Someshwar Constituency In District Almora. Submission Date for this Tender is 09-07-2021. Road Work Tenders in Almora Uttarakhand. Bidders can get complete Tender details and download the document.
Name of Work - Construction of Majkhali - Digoti to Majethi Motor Road under Someshwar Constituency in District Almora (Hill Side Cutting, Const. of Scupper and R/walls) Length- 4.00 Km. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 0.01 | Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||
2 | 1 | Hill side cutting in all types of soil,rock, earth and boulders etc as met at site, including removal and disposal of surplus excavated material and debris as directed by the Engineer in charge to make the roadway as per plan, X section, L section and P.W.D.Specifications required for proper completion of the work.\n (Ch. 0.000 to Ch 4.000). | 1 | Job | |
3 | 2 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 464.76 | Cum | |
4 | 3 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 946.05 | Cum | |
5 | 4 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 354.4 | Cum | |
6 | 5 | Construction of 1 m span scupper (with C.C. base) of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. (including Catchpit) | |||
7 | 5.1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 1249.63 | Cum | |
8 | 5.2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 | 80.64 | Cum | |
9 | 5.3 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) | 92.16 | Cum | |
10 | 5.4 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 343.03 | Cum | |
11 | 5.5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C grade M 25 | 66.84 | Cum | |
12 | 5.6 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 51.95 | Qtl | |
13 | 5.7 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 378.24 | Cum | |
14 | 5.8 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 177.54 | Cum | |
15 | 6 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | 1890 | Rmt | |
16 | 7 | Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 | |||
17 | 7.1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 17.4 | Cum | |
18 | 7.2 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 6.78 | Cum | |
19 | 7.3 | Plastering with cement mortar (1:4), 15 mm thick on brick/Stone work in substructure as per technical specification Clauses 613.4 & 1204 | 33 | Sqm | |
20 | 8 | Kilometre Stone\nReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 | |||
21 | 8.1 | 5th Kilometer Stone (Precast) | 1 | No | |
22 | 8.2 | Ordinary Kilometer Stone (Precast) | 3 | No | |
23 | 8.3 | 200 m stone (precast) | 12 | No | |
24 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.\n | 12.15 | Cum | |
25 | 10 | Construction of plum concrete parapets as per standard drawing with 40% plums and 60% P.C.C. 1:2:4 above 15 cm. thick base of P.C.C. 1:3:6 including supply of all material , labour and T&P etc. complete in all respect. | 32 | No | |
26 | 11 | Muck Disposal | |||
27 | 11.1 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a 10 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification) | 445.5 | Cum | |
28 | 11.2 | Removal of Unsuitable Soil with Disposal of unsuitable soil including excavation, loading and disposal but excluding compaction (Muck Disposal) | 12805.7 | Cum |
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