JP-PTA 1253/19-20 Kilivayal -Oralaseril Culvert construction in Erathu G.P

Amount

Small Bridge Rennovation

3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

2.5.1.C : Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(I) By Manual Means(C) Reinforced Cement Concrete

2.7.B : Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B)Rubble Stone Masonry in Cement Mortar

od487743/2019_2020 : Dry rubble without concrete levelling course masonry with departmental rubble including packing to compactness to lines and levels cost and conveyance of all<br>materials labour charges etc. complete as per direction of Departmental officers at site

2.23 : Removal of Telephone/Electric Poles and Lines Removal of telephone/electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.3

od487740/2019_2020 : Filling with low laying and water logger areas with local materials/Quarry Mukk, Spreading in layer, Levelling the top at site and consolidation by ramming Etc Quantity for 300 m3

11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6

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 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)

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

od487745/2019_2020 : Dry rubble without concrete levelling course masonry with<br>good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all<br>materials labour charges etc. complete as per direction of Departmental officers at site

8.7.4 : Stone filling in foundation trenches as per drawing and technical specification

od505708/2019_2020 : DR -TOP BELT , Plain/Reinforced cement concrete M20(1:2:4) using20mmbs) in substructure complete as per drawings and technical specification clauses, 802,805,806,807,1202 and 1204 including foam work

12.5.4 : 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 mIV.R.C.C. grade M 25

od487744/2019_2020 : :Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete<br>as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, including Form

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

APPROACH ROAD

od487740/2019_2020 : Filling with low laying and water logger areas with local materials/Quarry Mukk, Spreading in layer, Levelling the top at site and consolidation by ramming Etc Quantity for 300 m3

od506252/2019_2020 : Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over and including 50m thick crushed stone chips filling the joints with fine sand etc. all complete as per the direction of engineer in charge.

11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6

drain & irish drain& strengthening of palam

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

od487739/2019_2020 : Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete<br>as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, with out Form work.

od487744/2019_2020 : :Plain/reinforced cement concrete M20 (1:2:4 using 20mm b/s) in substructure complete<br>as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, including Form

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

name board

od487737/2019_2020 : Providing granite nameboard 75X 60cm on brick wall with engraving letters as per the direction of department engineers

PVC Pipe for Weep holes

18.12.7 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore

50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

Bailing out and Ringbund

60.1.2 : RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

AJEESH SREEDHARAN

K J BIJU

SHIBU VARGHESE

Bidder Name

K J BIJU

BINU THOMAS

SHIBU VARGHESE

AJEESH SREEDHARAN