Harbour Engineering Department Tender

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Harbour Engineering Department - HED Tender

Works
Civil And Construction
Eprocure
Opening Date27 Dec 2024
Closing Date16 Jan 2025
Tender Amount₹ 38,58,234 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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2.5.1.C:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (C) Reinforced Cement Concrete

4.58

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OD4742/2024-2025:Filling up low lying and water logged areas with quarry waste, spreading in uniform layers of prepared surface and consolidation by ramming etc. complete using naturally occurring gravel mixture/quarry waste/building waste for the formation of sub-base/base/surface course.

81.6

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OD7657/2024-2025:Granular sub-base/base/surface course with quarry waste Table 400.13(2) .Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete (Based on item No.4.11.2)

45

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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

63.2

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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)

92.32

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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

26

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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

2.55

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V.V.K.Valath Culvert

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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

51

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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

4.12

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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

16.3

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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 m IV. R.C.C. grade M 25

38

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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

4.88

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Nelluvellil Road

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3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

21

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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)

71.5

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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

4.2

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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

0.37

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DR Packing and Coconut pile etc

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OD4580/2024-2025:Putting up bund of 1.00m width for an average height of 1.50m from bed level using causarina poles of 25 to 40cm girth in double rows at 50 cm c/c driving down for an average depth of 1.5m tied together with 1/3 split arecanut reapers @ 50 cmc/c horizontally and 1/3 split arecanut cross ties connecting two rows with GI wire, coir, yarn to all verticals and screening with double new coconut cadjans on either side of bund for full depth and filling inside with clayey soil taken out from the kayal etc complete

15

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50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

120

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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

10

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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.

3.6

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OD4578/2024-2025:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost conveyance labour charges etc complete.

120

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OD4579/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end

120

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OD4744/2024-2025:Lifting, conveying and placing precast drain cover slab in line and level as per the direction of officers at site including all cost and labour charges etc complete.

15

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

12

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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)

12

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8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm

0.6

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16.21:Engraving letters in hard stone

500

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