NABARD-RIDF XXIX- Development of Chalil Gopalpetta fish landing centre in kannur. Harbour Engineering Department Construction of sheds-General Civil Work

Amount

Shed -2 units- Morth items

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.

OD3124/2024-2025:Driving down 750mm dia. M.S liner already fabricated to the required depth including all hire charges of machineries, labour charges etc. Estimate No 2018/397 , TS No 815/2018-19 Construction of Finger Jetty at Chalil Gopalpetta FLC, Kannur

OD3125/2024-2025::Bored cast situ M40 grade RCC pile of 750mm dia in basin using batching plant,transit mixer and concrete pump through various strata EXCEPT HARD ROCK excluding reinforcement complete as per drawing and Technical Specification and removal of excavated earth with all lifts and lead up to 1000m including retaining of sides and cleaning the holes, labour charges including shifting plants equipment etc.complete as per drawing, detailed Specification and directions of Engineer-in-charge based on 12.23.3 and 12.11.B.9Estimate No 2018/397 , TS No 815/2018-19 Construction of Finger Jetty at Chalil Gopalpetta FLC, Kannur)

OD3126/2024-2025: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. based on Estimate No 2018/397 , TS No 815/2018-19 Construction of Finger Jetty at Chalil Gopalpetta FLC, Kannur)

OD3127/2024-2025:Chipping and removing top of RCC piles to lines and levels carefully without damaging remaining portion of the pile and removing debris upto a distance of 150 m including all labour charges, hire of equipments etc. complete as per the directions of departmental officers at site Unit -cum Taking output -1.25cum

13.5.G.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Height upto 5m - using Batching Plant, Transit Mixer and Concrete Pump

14.1C.1.2.A:Furnishing and Placing RCC Grade M30 using concrete mixer in super-structure as per drawing and Technical Specification For T-beam & slab - Height upto 5m

OD3128/2024-2025:Supplying, fitting and placing reinforcement using HCR for the RCC works for super<br>structure including conveying, straightening ,cutting,bending and tying in position etc.complete as per<br>drawing and technical specifications and the direction of engineer in charge<br>Based on 14.2<br>Unit = 1 MT<br>Taking output = 1 MT<br>a) Material

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method

13.5.B:Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

OD7265/2024-2025:Laying of woven synthetic geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching

Shed- DAR items

OD3130/2024-2025:Providing Wearing coat on deck slab by adding extra materials of light quantity of abrasion resistant floor hardner to confirm IS-1237(like Nito floor hard top) at 3 kg/m2 sprinkled in uniform over the concrete including floating hard and trowelled smooth to get a uniform hard surface and dewatering vacuum using pump and providing wire mesh impression and making necessary grooves for various joints including all cost of material, labour , hire charges etc. complete.(based on Approved data for 150m cargo berth at Beypore)

OD3215/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.(DAR. 50.6.7.2.)

21.17:Providing and fixing anodised aluminium grill ( anodised transparent or dyed to required shade according to IS : 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment ).

5.23:Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 ( cement : 3 fine sand).

OD3131/2024-2025:12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 ( 1cement : 3 fine sand) by adding approved quality water proofing compound @ 1 Kg/50 Kg of cement floated hard and trowelled smooth including all costs, labour charges, watering, curing etc. complete (Ref DAR data 13.7.1)

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)

13.83.2:Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile including applying additional coats wherever required to achieve even shade and colour.Two coats

13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

5.41.1:Supplying and applying pre tested and approved water based concrete curing compound to concrete/masonry surface, all as per manufacturer's specification and direction of Engineer - in- charge.Non pigmented wet curing compound

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

16.95:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.

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

PRAVEEN T P (BID ID -2021528)

NASEER PM (BID ID -2031678)

P UTHAMAN (BID ID -2032038)

Bidder Name

BABU N

NASEER PM

P UTHAMAN

PRAVEEN T P