GENERAL-Upgradation of Coastal road in Kannur District-Construction of Mammakunnu- Adivayal road Phase1 in Dharmadam P a n c h a y a t i n D h a r m a d a m L A C . - AEII/TFH/9/2023-General Civil Work

Amount

Road formation

2.2.2.A:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br> (II) By Mechanical Means <br> (A) In area of non-thorny jungle

2.3.A.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps <br> Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. <br> A.Lead upto 100 m <br> (ii) Girth above 600 mm to 900 mm

3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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

11.4.1.1: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

11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25

12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> IV. R.C.C. grade M 25

13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

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

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.

OD3691/2022-2023:Supplying and stacking granite stone 20 to 45 dm3 for dumping work-supplying at site work granite stone 20 to 45 dm3 in size(60% 45dm3, 30% 30-40 dm3 and 10% 20 to 30 dm3 stones) including conveynce of material and labour charges ,loading and unloading charges all other incidential charges all lead and lifts as per direction of departmental officers at site.

OD3781/2022-2023:supplying and placing synthetic closely woven geotextile made with polypropylene multi filament twisted high tenacity yarns of approved quality at the back side of rubble wall including all cost of fabrics, labour charges,for cutting,stitch etc ref morth bridgr data 15.60

Protection work

60.7.1: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

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.

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

OD3693/2022-2023:Ring bund-Type 1-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/ polythene bag filled with earth placed in two rows at 0.60m apart and filld in between puddle clay to form bund for an average height of 2m including labor, dismantling the bund after completion of the work

OD3694/2022-2023: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.

OD3695/2022-2023:Coconut pile-Supplying and stacking well matured straight coconut pile for driving down through various strata bellow bed level including cost and conveyance etc. complete.

OD3696/2022-2023:Coconut pile-Driving down coconut pile to lines to levels through various strata including all hire charges, labour and all other appliences necessary for pile driving down after pointing the bottom end( details for one posrt of 6m long 15 numbers per day 6*15=90m details for 90m length)

65.7:Hydraulic excavator

LIJILKUMAR POLA

ABDULLA SUNAIFE C A

PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD

CM ASHARAF

Bidder Name

PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD

CM ASHARAF

Dharmaraj R

LIJILKUMAR POLA

ABDULLA SUNAIFE C A