TRDM Wayanad 2018-19 Concrete work to Ambatekkra Minakolli- Mangappadi- Plantation road in Pozhuthana Grama Panchayath 1,82,00,000

Amount

Concrete road ch 0/080

3.8.3 : Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5

3.9.2.B : Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (B)Mechanical Means

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.

75.8.1 : Providing Plain cement concrete for road 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)

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

od926781/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations (WITHOUT FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 (11.4.1.1 Modified)P.C.C grade M 10, 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 1204 For height upto 5 m I.P.C.C grade M 15 (i)Nominal mix (1:2.5:5)

od927982/2020_2021 : Providing Weep Holes to Cement Concrete Retaining Wall using 63mm 4kgf/cm2 PVC Pipes, as per the direction of Engineer-in-Charge.

75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

od925236/2020_2021 : Providing concrete for reinforced concrete in MIDDLE BELT for DR Retaining Walls complete as per drawing and direction of Engineer-in-Charge.R.C.C grade M 20, nominal mix 1:2:4 (11.4.4 Modified)

od925237/2020_2021 : Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as per drawings and direction of Engineer-in-Charge.&lt;br&gt;P.C.C grade M 10, Nominal mix 1:3:6

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

od925256/2020_2021 : Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular

Quary muck,Pipe

19.6.7 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:600 mm dia R.C.C. pipe

60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil

SALIH MD

NAMSHAD A.

LIJO KURIAKOSE

A VARKEY

Joseph VU

SHANAVAS P K

TC THANKACHAN

KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD

K C CONSTRUCTIONS

George PV

Abdul Gafoor K

Bidder Name

Abdul Gafoor K

Joseph VU

George PV

SHANAVAS P K

NAMSHAD A.

TC THANKACHAN

KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD

A VARKEY

LIJO KURIAKOSE

sajid pakkada

K C CONSTRUCTIONS

SALIH MD