Public Works Department-PWD has published Construction Of Protection Work And Approach Road Of Luchingpurel Oja Akaba And R . Suisa Twin Statue Memorial Complex At Wakha Leima Ching. Submission Date for this Tender is 15-03-2021. Road Work Tenders in Wakha Imphal East Manipur. Bidders can get complete Tender details and download the document.
| Name of Work: - Construction of protection work and approach road of Luchingpurel Oja Akaba and R. Suisa Twin Statue Memorial Complex at Wakha Leima Ching | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m meters including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meters\ni) Hard dense soil | BI01010001010000000000000515BI0100001114 | 1059.5 | m3 |
| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. | BI01010001010000000000000515BI0100001115 | 129.31 | m3 |
| 3 | 3 | Providing & laying Cement concrete in foundation and plinth excluding the cost of centering and shuttering in \na) 1:2:4 (1 Cement : 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) | BI01010001010000000000000515BI0100001116 | 6.21 | m3 |
| 4 | 4 | b) 1:4:8 (1 Cement : 4 Coarse Sand : 8 graded stone aggregate 40mm nominal size) | BI01010001010000000000000515BI0100001117 | 130.82 | m3 |
| 5 | 5 | Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work in : (Using 12mm shuttering Ply) a) Foundation footings, bases and columns etc and mass concrete | BI01010001010000000000000515BI0100001118 | 84.7 | Sqm |
| 6 | 6 | b) Sides or soffits of beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. | BI01010001010000000000000515BI0100001119 | 20.79 | Sqm |
| 7 | 7 | Polygonal rubble masonry RR masonry (uncoursed/ brought to courses) /squad rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in Superstructure above plinth level and upto floow two level i/c levelling upto floow two level i/c levelling up with cement concrete 1:6:12 (1 Cement : 6 fine Sand : 12 stone aggregate 20mm nominal size) at window sills & ceiling level instead of plinth level. | BI01010001010000000000000515BI0100001120 | 1193.01 | m3 |
| 8 | 8 | Extra for Polygonal rubble masonry RR masonry (uncoursed/ brought to courses) /squad rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:6 (1 Cement : 6 fine sand) i/c levelling up with cement concrete 1:6:12 (1 Cement : 6 fine Sand : 12 stone aggregate 20mm nominal size) in plinth level. | BI01010001010000000000000515BI0100001121 | 900.45 | m3 |
| 9 | 9 | 15mm cement plaster 1:3 (1 Cement : 3 course sand). | BI01010001010000000000000515BI0100001122 | 735.48 | Sqm |
| 10 | 11 | Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001125 | 223.14 | Rm |
| 11 | 12 | Back filling behind abutment, wing walls, return walls complete as per drawing and technical specification a) Gravelled materials. | BI01010001010000000000000515BI0100001148 | 186.3 | m3 |
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