Tender For Annual Plan-Annual Plan Vellathooval Gp 2026-27 Kuthupara Semitheripady Puthalanirappu Vellathooval Road Maintenance Ward-11,12,14 Pro. No. S0050/27- General Civil Work -Project. No. S0050/27 -General Civil Work
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Tender for Annual Plan-Annual Plan Vellathooval Gp 2026-27 Kuthupara Semitheripady Puthalanirappu Vellathooval Road Maintenance Ward-11,12,14 Pro. No. S0050/27- General Civil Work -Project. No. S0050/27 -General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | ROAD MAINTANANCE |
| 2 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. |
| 3 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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) |
| 4 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. |
| 5 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 6 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 7 | OD194481/2026-2027:CC with CURING COMPOUND for 15 cm thick _Providing plain/reinforced concrete (1cement:2 fine aggregate: 4 coarse aggregate) for substructure as per drawings and technicalspecifications Clause 802, 803, 1202 & 1203 as required including compaction, finishing andtamping etc .complete. Max. size of course aggregate not exceeding 25 mm, mixed in concretemixer etc complete as per specification including applying of water based concrete curing compound (i) Nominal mix (1:2:4) (Derivedfrom MORD 75.8.1) |
| 8 | 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) |
| 9 | OD194699/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cementgrout( 0.10kg/each) etc complete. (Derived from OD Irrigation 60.5.2) |
| 10 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) |
| 11 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) |
| 12 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 |
| 13 | OD194704/2026-2027:Providing Weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/returnwall with 110 mm dia 4Kgf/cm2 PVC pipe, extending through the full width of the structurewith slope of 1V : 20H towards drawing face, complete as per drawing and TechnicalSpecifications (Derived from MoRD 12.9) |
| 14 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 15 | OD195557/2026-2027:Providing and fixing of good quality granite name board with lettering including of all cost,conveyance,labour charges etc complete Please Enable Macros to View BoQ information |
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