Forest Department-FD has published Construction Of Retaining Wall At Reach Iii And Iv At Ollavayal Settlement Road In Chinnar Wildlife Sanctuary During 2021-22 Construction Of Retaining Wall At Reach Iii And Iv At Ollavayal Settlement Road In Chinnar Wildlife Sanctuary During 2021-22. Submission Date for this Tender is 30-06-2021. Wall construction Tenders in Ollavayal Tribal Settlement Kerala. Bidders can get complete Tender details and download the document.
| Name of Work: ESTIMATE FOR THE COST OF CONSTRUCTION OF RETAINING WALL REACH III &IV AT OLLAVAYAL SETTLEMENT ROAD IN CHINNAR WILDLIFE SANCTUARY DURING 2020-21. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SITE CLEARANCE | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | BI01010001010000000000000515BI0100001114 | 0.1 | Ha |
| 3 | 1.02 | 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. | BI01010001010000000000000515BI0100001115 | 100 | cum |
| 4 | 2 | Earth Work | BI01010001010000000000000515BI0100001116 | ||
| 5 | 2.01 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.\nOrdinary soil - Manual Means - (Depth upto 3 M) | BI01010001010000000000000515BI0100001117 | 25 | cum |
| 6 | 3 | RCC | BI01010001010000000000000515BI0100001118 | ||
| 7 | 3.01 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :\n1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) \n | BI01010001010000000000000515BI0100001119 | 10 | cum |
| 8 | 3.02 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level\nThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001120 | 600 | kg |
| 9 | 4 | STONE PACKING | BI01010001010000000000000515BI0100001121 | ||
| 10 | 4.01 | RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | BI01010001010000000000000515BI0100001122 | 75 | cum |
| 11 | 5 | PCC | BI01010001010000000000000515BI0100001123 | ||
| 12 | 5.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:\n1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001124 | 5 | cum |
| 13 | 5.02 | Centering and shuttering including strutting, propping etc. and removal of form work for:\nRetaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001125 | 20 | sqm |
| 14 | 6 | Earth Filling | BI01010001010000000000000515BI0100001126 | ||
| 15 | 6.01 | Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | BI01010001010000000000000515BI0100001127 | 100 | cum |
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