Tender For Mp-Lads-2025-26, Sri.George Kurian Mp-Construction Of A New Paver Block Road With Retention Stone Walls On Both Sides And A Culvert From Vempally Thekke Kavala To Vempally Devi Temple In Ward -3 Kanakkary Gp-General Civil Work
Tender Overview
Project Description
Tender for Mp-Lads-2025-26, Sri.George Kurian Mp-Construction Of A New Paver Block Road With Retention Stone Walls On Both Sides And A Culvert From Vempally Thekke Kavala To Vempally Devi Temple In Ward -3 Kanakkary Gp-General Civil Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 14-Sep-2026 | MPLADS-2025-26- Sri George Kurian MP, Construction of a new Paver Block road with retention stone walls on both sides and a culvert from Vempally thekkekavala to vempally devi temple in ward 3 of kanakkari GP | Date | 15-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Road interlocking and construction of culvert |
| 2 | OD98392/2026-2027:Construction of Embankment with Material Obtained from Borrow Pits <br> 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 by ramming. |
| 3 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material |
| 4 | OD33066/2026-2027:providing and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and technical specification. |
| 5 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 6 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 7 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) |
| 8 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 |
| 9 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 10 | OD34130/2026-2027:DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone, in foundation and superstructureincluding packing to compactness to lines and levels, cost and conveyance of all materials labourcharges etc. complete as per approved drawing and relevant technical specifications. |
| 11 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 12 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
| 13 | OD100364/2026-2027: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 14 | OD33764/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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. |
| 15 | OD98382/2026-2027:Supplying and fixing name board Please Enable Macros to View BoQ information |
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