Harbour Engineering Department Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 8,270Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HED_602462_1Bid Award Id
ViewTender No
HED/CEHED/TR/356/2022_5_1_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ 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.
14.2
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OD1136/2023-2024:Bored cast-in-situ M40 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. Pile diameter-1000 mm
640
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-
12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap
10
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OD1137/2023-2024:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M40 - Using Batching plant, Transit Mixer and Concrete pump (Based on 12.38.D.2)
136
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-
OD1121/2023-2024:Supply, Fitting and Placing High Corrosion Resistant (HCR) Reinforcement in Foundation complete as per Drawing and Technical Specifications( based on 12.40)
147
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2.APPENDIX B- SUB STRUCTURE
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OD1138/2023-2024:Furnishing and placing Plain/Reinforced Cement Concrete for substructure complete as per Drawing and Technical Specifications RCC Grade M40 - Using Batching Plant, Transit Mixer and Concrete Pump (Based on 13.5.H.P.2)
110
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OD1122/2023-2024:Supplying, fitting and placing High Corrosion Resistant (HCR) reinforcement in sub-structure complete as per drawing and Technical Specifications.
36
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-
OD1703/2022-2023:Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. (based on 13.16)
4
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3. Appendix-C-Super Structure
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14.1E.1.2.B:Furnishing and Placing PSC Grade 40 as per drawing and Technical Specification For T-beam & slab Superstructure - Height 5m to 10m - PSC Grade M-40 - Using Batching Plant, Transit Mixer and Concrete Pump.
46
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OD1139/2023-2024:Furnishing and Placing RCC/PSC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification (Based on 14.1D.2.2. B) for T beam and slab height 5 to 10m
207
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OD1123/2023-2024:Supplying, fitting and placing High Corrosion Resistant (HCR) reinforcement in super-structure complete as per drawing and technical specifications(based on 14.2)
59
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14.3:High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
2.8
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14.4:Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
20
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14.6:Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
136
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-
14.9:Drainage Spouts complete as per drawing and Technical specification
18
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14.18.4:Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
10
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14.21:Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed-cell foam joint sealer compressed and fixed into the joint gap with a special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.
10
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OD1706/2022-2023:Providing anti corrosive treatment to concrete surface by application of protective cum decorative watering using deck guard STD of approved colour as per the approval of engineer in charge after cleaning the surface thoroughly to get rid off fungus, dirt, oil etc and apply one coat of primer with penetrating silence/silexance board DECK GUARD primer in hose approximate consumption should be 8m2/litre/coat and over this 2 coats of aliphatic acrylate coating of choosen colour of deckguard STD with approximate coverage of 8m2/litre/coat including all cost of materials, labour, scaffolding charges etc complete as per direction of engineer in charge protective cum decorative coating on concrete surface of bridge.
1635
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8.3.2:Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman Hyphens and the like not to be measured and paid for
1600
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8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
0.6
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8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
3
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4.Appendix-D-Construction Of Stair-Foundation
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12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Ordinary Soil - Depth upto 3m - Mechanical Means <br>
22
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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.
2.13
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-
OD1156/2023-2024: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. Pile diameter-600 mm
240
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-
12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap
2.9
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12.38.C.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M-30- Using Batching Plant, Transit Mixer, and Concrete Pump
13
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OD1126/2023-2024:Supply, Fitting and Placing High corrosive resistant Reinforcement in Foundation complete as per Drawing and Technical Specifications
15
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5.Appendix-E-Construction Of Stair-Super Structure
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13.5.G.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height upto 5m
36
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13.5.G.q.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Using concrete Mixer - Height 5m to 10m
26
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OD1128/2023-2024:Supplying, fitting and placing High Corrosion Resistant (HCR) reinforcement in super-structure complete as per drawing and technical specifications(based on 14.2)
6.2
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14.7:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
180
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-
OD1794/2022-2023:Providing anti corrosive treatment to concrete surface by application of protective cum decorative watering using deck guard STD of approved colour as per the approval of engineer in charge after cleaning the surface thoroughly to get rid off fungus, dirt, oil etc and apply one coat of primer with penetrating silence/silexance board DECK GUARD primer in hose approximate consumption should be 8m2/litre/coat and over this 2 coats of aliphatic acrylate coating of choosen colour of deckguard STD with approximate coverage of 8m2/litre/coat including all cost of materials, labour, scaffolding charges etc complete as per direction of engineer in charge protective cum decorative coating on concrete surface of bridge.
475
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6.App. F-Demolishing Existing Bridge
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2.4.2.B: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 metres <br> Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means<br>
38
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2.4.4.B: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 metres <br> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br>
18
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2.4.4.D: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 metres <br> Dismantling Stone Masonry - Dry rubble masonry<br>
12
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7.App.G-Removing Demolished Waste
-
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OD992/2023-2024:Hire charges of Pontoon
5
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OD993/2023-2024:Hire Charges of Hydraulic Exacavator
80
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OD990/2023-2024:Engaging Diver
5
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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
50
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