Tender For Annual Plan- Annual Plan 2026-27-Venganoor Gp-Proj No 318/27 Thumbliyodu Thamburan Kavu Ayyankali Memorial Road Renovation Ward 19-Proj No 318/27 Thumbliyodu Thamburan Kavu Ayyankali Memorial Road Renovation Ward 19-General Civil Work
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Tender for Annual Plan- Annual Plan 2026-27-Venganoor Gp-Proj No 318/27 Thumbliyodu Thamburan Kavu Ayyankali Memorial Road Renovation Ward 19-Proj No 318/27 Thumbliyodu Thamburan Kavu Ayyankali Memorial Road Renovation Ward 19-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | renovation |
| 2 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 |
| 3 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry |
| 4 | OD217008/2026-2027:Dry rubble masonry (without concrete levelling course) WITH DEPARTMENTAL RUBBLE(without bond stone), and packing to compactness to lines and levels cost and conveyance ofall materials labour charges etc. complete as per direction of Departmental officers at site |
| 5 | OD217010/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in openfoundations complete as per drawings and technical specifications - P.C.C grade M 10 -Nominal mix 1:3:6 |
| 6 | OD217013/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble(without bond stone), and packing to compactness to lines and levels cost and conveyance ofall materials labour charges etc. complete as per direction of Departmental officers at site |
| 7 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 8 | OD231035/2026-2027:Construction of Embankment with material obtained from Borrow pits with a lift up to 1.5m,transporting to site spreading grading to required slop and compacting to meet requirement oftable 300.1 and 300.2 with a lead up to 1000m as per technical specification clause 301.5 |
| 9 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 |
| 10 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 11 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65) |
| 12 | 5.2.1a:Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 13 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) |
| 14 | OD216988/2026-2027:Providing and fixing Name Board 75x60 cm using GI pipes as post and MS Sheet sarrounded by MS angle including , Painting, Lettering with synthetic enamel paint ,Fixing in position asper the direction of engineer in charge. Please Enable Macros to View BoQ information |
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