Ponmala GP 2025-26- Renovation of Melmuri anganwadi road in ward no.4. Pr.no.279/26).

Amount

Construction of retaining wall

OD203862/2025-2026:(OD from DAR 2.8.1) Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or draind (not exeeding 1.50m in width or 10sqm on plan)including dressing of sides and ramming of bottoms, lift upto 1.50m , including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m All kinds of soil

OD203866/2025-2026: (OD from11.4.1.1) 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. (without formwork)

OD203876/2025-2026:(OD from DAR 60.7.1) Dry rubble masonry with hard stone, including in foundation and super structure including packing to compactness to lines and levels, cost and conveyence of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

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

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Road retarring

5.5.A.1a:Modified Penetration Macadam 50 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.

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.

5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)

Road concrete over low lying portion of road

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.

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)

Name board

OD277920/2025-2026:Provideing and fixing granite of any colour and shade for name board of size 0.60x0.45m fixed on iron frame work including lettering and fixing in position.

MOIDEENKUTTY (BID ID -2389592)

Bidder Name

ABDUL HAFIS P.

MOIDEENKUTTY