JP PTA 76/19-20 Plathottathil pati- Chirakkarottu Pati road re tarring in Chenneerkkara G.P

Amount

DR retaining wall

11.1.1.1 : Excavation for StructuresEarthwork 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.I.Ordinary soil(i)Upto 3 m depth

od133841/2019_2020 : DRY RUBBLE MASONRY_Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site 702,704,1202&1203

od133947/2019_2020 : Providing concrete for plain/reinforced concrete M20(1:2:4 using 20mm broken stone) in sub structure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202 & 1204 including form work(modified 11.4.3.1)<br>(i)Nominal mix (1:2:4)

12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

side protection works

11.1.1.1 : Excavation for StructuresEarthwork 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.I.Ordinary soil(i)Upto 3 m depth

od134385/2019_2020 : 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><br>(i)Nominal mix 1:3:6 WITHOUT FORMWORK<br>(i)Nominal mix (1:2:4)

od133841/2019_2020 : DRY RUBBLE MASONRY_Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site 702,704,1202&1203

12.4.3.2 : tone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III. Random rubble masonry (ii)In 1:4 cement mortar

od133947/2019_2020 : Providing concrete for plain/reinforced concrete M20(1:2:4 using 20mm broken stone) in sub structure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202 & 1204 including form work(modified 11.4.3.1)<br>(i)Nominal mix (1:2:4)

12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m III.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

od134625/2019_2020 : Supplying,cutting welding and placing in position 40mm dia GI B class pipe posts for handrail including all cost,labour charges,cutting and welding charges etc.complete

Road retarring

75.5.5.B.2pb : Modified Penetration Macadam 75 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)

od208896/2019_2020 : Supplying and fixing name board with an area of 0.50m2 engraving leers as per direection of engineer in charge.

BIJU DANIEL

Bidder Name

GIJI VARGHESE

BIJU DANIEL