Public Works Roads Department has published Ariasp-Jhtrd-79- Pachim Kamakhya Kali Mandir Path Construction Of Pachim Kamakhya Kali Mandir Path By Providing Cement Concrete Pavement And Footsteps At Different Stretches Including Construction Of Rcc Retaining Wall , Stone Masonry Breast Wall With Tu. Submission Date for this Tender is 16-02-2021. Road Work Tenders in Kamrup Assam. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Pachim Kamakhya Kali Mandir Path by providing cement concrete pavement and footsteps at different stretches including construction of RCC retaining wall, stone masonry breast wall with tubular steel railing. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres. (C) Prestressed/ Reinforced cement concrete grade M20 & above | BI01010001010000000000000515BI0100001114 | 9 | cum |
| 2 | 2 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres. Dismantling Stone Masonry, C. Rubble stone masonry in cement mortar | BI01010001010000000000000515BI0100001115 | 11.39 | cum |
| 3 | 3 | Excavation for Structures (Earth work in excavationof foundation of structures as per drawing and technical specification, including setting out, constructionof shoringand bracing, removalof stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material | BI01010001010000000000000515BI0100001116 | 1912.4 | cum |
| 4 | 4 | (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305 | BI01010001010000000000000515BI0100001117 | 1932.79 | cum |
| 5 | 5 | Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laidto true lineand leveland in panel after preparing the subgrade including earthwork in excavationas directed including all labour and materials and if necessary dewatering, complete. Stone soling of thickness 150mm | BI01010001010000000000000515BI0100001118 | 344.5 | Sqm |
| 6 | 6 | Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laidto true lineand leveland in panel after preparing the subgrade including earthwork in excavationas directed including all labour and materials and if necessary dewatering, complete. Brick on flat soling | BI01010001010000000000000515BI0100001119 | 1021.25 | Sqm |
| 7 | 7 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications\n | BI01010001010000000000000515BI0100001120 | 165.89 | cum |
| 8 | 8 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications | BI01010001010000000000000515BI0100001121 | 735.25 | Sqm |
| 9 | 9 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | BI01010001010000000000000515BI0100001122 | 90.75 | cum |
| 10 | 10 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | BI01010001010000000000000515BI0100001123 | 40.63 | cum |
| 11 | 11 | Supplying , fitting and placing TMT IS: 1786 Fe 500D reinforcement in sub structure complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001124 | 5.93 | Tonne |
| 12 | 12 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. RCC Gr M25 | BI01010001010000000000000515BI0100001125 | 167.33 | cum |
| 13 | 13 | Stone masonry work. Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutsideface stone roughlyhammer dressed and inside(earthen side ) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed | BI01010001010000000000000515BI0100001126 | 471 | cum |
| 14 | 14 | Providing weep holes in Brick masonry/Plain/Reinforced concrete\nabutment, wing wall/return wall with 100 mm dia AC pipe, extending\nthrough the full width of the structure with slope of 1V :20H towards\ndrawing foce. Complete as per drawing and Technical sp | BI01010001010000000000000515BI0100001127 | 652 | No |
| 15 | 15 | Back filling behind abutment, wing wall and return wall complete as\nper drawing and Technical specification. Granular material | BI01010001010000000000000515BI0100001128 | 649.83 | cum |
| 16 | 16 | Plain/Reinforcedcement concrete, in sub structure completeas per drawing and technical specification and steel shuttering formwork . PCC Grade M 30 | BI01010001010000000000000515BI0100001129 | 202.125 | cum |
| 17 | 17 | Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing,fixingand erecting50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2m center to center, complete as per approved drawings.\n | BI01010001010000000000000515BI0100001130 | 380 | m |
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