GENERAL Rurban Mission Unniyal TR Beach Stretch beautification Shyama Prasad Mukherji Rurban Mission Unniyal TR Beach Stretch beautification and Park at Niramaruthur GP Malappuram DT-General Civil Work

Amount

Lake side Protection

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.

2.6.1: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

60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the 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

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade

11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement

8.13.1:Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

OD3654/2022-2023:Centering and shuttering for concrete block of size 1.8X1.0X1.0M including strutting and removal of formwork after curing period etc. complete and 4mm steel plates (weight - 31.40kg/m2) and 60X60X60mm angles (5.40kg/m) are used for making the formwork weight of plate (2x1.8+2x1)x31.40kg/m2 = 5.6x31.40 = 175.84kg, weight of angles = (4x1.80+11x1+4x1.40+8x1.35)x5.4kg/m = 34.6x5.4 = 186.84kg, Total weight = 175.84+186.84 = 362.68. Assume hat it can be used 40 times.362.68/40=9.067 (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)

OD3655/2022-2023: od2834/2017_2018 :Casting of Cement Blocks(PROVISION FOR HOOKS ADDED SEPARATELY) using graded metal 40%of 75mm to 40mm,30%of 40mm to<br>20mm, 30%of 20mm to 6mm, using average 380kg of cement per m3 as per approved mix design of mix<br>proportion 05:1:1.46:3.22 by weight of water cement,fine aggregate,coarse aggregate(specific gravity of fine<br>aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be<br>of 43 grade or higher minimum cube strength requirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and<br>min density of concrete 2.5 gm /cc as per the directions of departmental officers at site.<br>(Based on item 65.94)

OD3656/2022-2023:Lifting , conveying the cement concrete blocks 1.8 m3 from stacking yard and placing in<br>position in layers in lines and levels as per the direction of departmental officers at site(Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)

Belt and Boundary Wall

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

Sea side Walk way

3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

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

4.1.B.3:Granular Sub-Base with Close Graded Material (Table:- 400-1):- By Mix in Place Method - For Grading - III Material Construction of granular sub-base by providing close graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.D.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M25 - Using Concrete Mixer <br>

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

M P MUSHTHAK

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M P MUSHTHAK

HYDROS

TECTONICS ENGINEERING PROJECTS

B&I CONSTRUCTIONS

pkmco constructions pvt ltd