Tender For Annual Plan-Chittur Block Panchayath 2026-27 Pro.No.36/27 Road Work From Moolakkada To Kumaranoor-Chittur Block Panchayath 2026-27 Pro.No.36/27 Road Work From Moolakkada To Kumaranoor At Eruthenpathy Gp-General Civil Work
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Tender for Annual Plan-Chittur Block Panchayath 2026-27 Pro.No.36/27 Road Work From Moolakkada To Kumaranoor-Chittur Block Panchayath 2026-27 Pro.No.36/27 Road Work From Moolakkada To Kumaranoor At Eruthenpathy Gp-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | RETARRING |
| 2 | OD55074/2026-2027:Filling up pot holes(cut and formed to regular shapes and all loose materials removed)aftersupplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface |
| 3 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 4 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) |
| 5 | 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. |
| 6 | OD119776/2026-2027:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method, and compacting with surface vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material |
| 7 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 8 | OD128694/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete Please Enable Macros to View BoQ information |
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