439/2026 -Division-20-Manalil Kayalvaram Interlock Maintenance,Drain Renovation at Aappuzha Kayalvaram road service road,Drain width expansion od Sastham mukku Chamundi road ,Renovation of road near Chirayil kulam, Retarring of road

Amount

Retarring Re concreting etc

OD59818/2025-2026:Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift up-to 3m and lead up-to 1000m as per Technical Specification Clause 301.4. [If in case, the existing non-bituminous layers also gets scarified, it shall be re-set by manual-means.]

OD60012/2025-2026:Removing existing interlocking paver blocks manually means including stacking of serviceable material and disposal of un-serviceable material within 50 metres lead as per direction of Engineer-in-Charge.

OD78072/2025-2026:Surface dressing ground in all kinds of soil including removing vegetation and the like, not exceeding 15cm deep and disposal lead up to 50m and lift up to 15 m

OD60023/2025-2026:Granular sub base/base/surface course with local materials by mix in place method normal. Construction of granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface.

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

OD110088/2025-2026:Interlocking concrete block pavement providing and laying of interlocking concrete block pavements having thickness 80mm as per drawing and Techical specification clause 1504

OD60051/2025-2026:Re fixing the available Interlocking Concrete Block pavements having Thickness 80mm or any available size as per drawing and Technical specification clause 1504.

OD78215/2025-2026:Providing Plain cement concrete for Berm work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

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.

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.

75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)

75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)

OD59894/2025-2026: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

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)

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)

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

OD59982/2025-2026:Item Shifted to Sub head 14 as item 14.73 (DAR) Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Details of cost for 1 mx1 m framed guard bar grating of 0.218 quintal1

11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth

OD90184/2025-2026:Providing concrete for plain or reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 and 1203 & lt:br:gt: I. P.C.C grade M10 & lt:br:gt(i) Nominal mix 1:3:6 for patch work for reconcrete (11.4.1.1)

H ANZAR (BID ID -2254772)

TAN 3C (BID ID -2254669)

MUHAMMED RAFI (BID ID -2254481)

Bidder Name

JEEVAKUMAR

H ANZAR

MUHAMMED RAFI