Upgradation Of Coastal Roads in Kannur District Construction of Kunnumvayal -Maratta-Andalurkavu Road in Pinarayi Grama Panchayat in Dharmadam LAC.

Amount

Road Formation Works

2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means

2.2.1.B : Clearing and Grubbing Road Land 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.(I) By Manual Means (B)In area of thorny jungle

2.3.A.2 : Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps 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. A.Lead upto 100 m(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

od7105/2020_2021 : Filling with quarry muck spread in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density complete

Dumping , DR, Sluice piling & weep holes

60.7.6 : Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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.

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

od1810/2021_2022 : :Coconut Pile - Driving down coconut pile to lines and levels through soft to medium clay&amp;lt;br&amp;gt;soil strata including all hire charges and labour for fixing , staging platform and all other appliances&amp;lt;br&amp;gt;necessary for pile driving down after pointing the bottom end&amp;lt;br&amp;gt;Details for one post of 6m long x15 numbers per day 6x15=90 m Details for 90 m length

60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m

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

60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete

60.6 : PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

Protection Works

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

11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.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

10.5 : Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

od80/2022_2023 : Supplying crawler mounted excavator with 1cum bucket size for hire, at site for re-handling stones from stack and dumping in alignment as per the direction of departmental officers at site and for excavation including mobilization, wages of crew, fuel charges,etc complete( Data taken as per TS No. 373/2017-18 price ID 2017/535 for the work construction of Link road cionnecting Thalai harbour and Chalil FLC)

Box culvert cum sluice

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 I.P.C.C grade M 10 (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 & 1203V. 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 For height upto 5 mIV.R.C.C. grade M 25

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

10m Span rigid Slab bridge at Ch: 740m

od30/2022_2023 : Providing and Constructing Temporary Island 10 m diameter for Construction of pile foundation for bridge.&amp;lt;br&amp;gt;Assuming depth of water 1.0 m and height of island to be 1.25 m.&amp;lt;br&amp;gt;

12.22 : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.

od7048/2020_2021 : Driving down fabricated MS liner to required lines and levels including transporting from fabrication yard, handling, pitching and setting piling rigs in position, temporary works for driving piles etc complete as per the direction of engineer in charge

12.24.3 : Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.<br> Pile diameter-1000 mm

od7049/2020_2021 : :Chipping and removing top of RCC piles to lines and levels carefully without damaging&amp;lt;br&amp;gt;remaining portion of the pile and removing debris upto a distance of 150 m including all labour charges, hire&amp;lt;br&amp;gt;of equipments etc. complete as per the directions of departmental officers at site&amp;lt;br&amp;gt;Unit -cum&amp;lt;br&amp;gt;Taking output -1.25cum

12.38.D.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification<br> RCC Grade M-35 -Using Concrete Mixer <br>

13.5.H.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 - Using concrete Mixer - Height upto 5m

14.1D.1.1.A : "Furnishing and Placing RCC/PSC Grade M35 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height upto 5m

od7050/2020_2021 : Spot welding using 8 g. approved quality electrodes for a welding length not less than 6 mm for stirrups and laps to remain the reinforcement in position as cage (pre cast covering should be placed in position before welding) after cleaning the surface with wire brush etc. complete as directed by Engineer in charge.&amp;lt;br&amp;gt;

od7052/2020_2021 : Supply, Fitting and Placing in position reinforcement in cages using HCR bar Reinforcement including cost of materials, labour charges, conveyance and placing the cages in bore holes providing precast cover blocks etc, complete as per Drawing and Technical Specifications and as directed by Engineer in charge excluding cost of welding charges.

od7053/2020_2021 : Supplying, fitting and placing reinforcement using HCR for the RCC works for super structure including conveying, straightening ,cutting,bending and tying in position etc.complete as per drawing and technical specifications and the direction of engineer in charge&amp;amp;lt;br&amp;amp;gt;Based on 14.2

12.9.C : Providing and constructing one span service road to reach island location from one pier location to another pier location

12.39 : Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap

13.10 : Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

MAHIN K.

K.T. DEVASIA

MOIDEEN FAWAZ B M

Bidder Name

PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD

K.T. DEVASIA

MAHIN K.

MOIDEEN FAWAZ B M