Tender For Annual Plan-52/27-Kilikkottu Mankottu Muruppu Laksham Veedu Road Protection Wall Construction-Parakkodu Block Panchayat -Annual Plan -2026-2027-Project No.52/27-Kilikkottu Mankottu Muruppu Laksham Veedu Road Protection Wall Construction In
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Tender for Annual Plan-52/27-Kilikkottu Mankottu Muruppu Laksham Veedu Road Protection Wall Construction-Parakkodu Block Panchayat -Annual Plan -2026-2027-Project No.52/27-Kilikkottu Mankottu Muruppu Laksham Veedu Road Protection Wall Construction In Ward No.6 Of Ezhamkulam Gp-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | CC protection wall |
| 2 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth |
| 3 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 |
| 4 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) |
| 5 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 6 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 7 | OD225814/2026-2027:;Filling with contractor own earth (excluding rock) in open areas in layers not exceeding20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. Please Enable Macros to View BoQ information |
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