Harbour Engineering Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Upgradtion Of Coastal Road In Alappuzha District Improvement Of Road From Perathra Moolathra Road In Ward No 10 Of Budanoor Gramapanchayath In Chengannoor Lac
Description
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Contact
Tender Id
2025_HED_724993_1Tender No
HED/CEHED/TR/1085/2023_5_1_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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
104.64
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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 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
104.04
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11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
26.67
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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
1.87
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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
49.64
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10.20:Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
210
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Appendix B- Construction of Retaining wall
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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
11.6
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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
33.65
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OD3954/2023-2024:Random rubble masonry with hard stone in foundation upto plinth level of protection wall with Cement Mortor 1:6(1cement:6 coarse sand)
4.5
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OD3957/2023-2024:GSB using Quarry Waste - Construction of granular sub-base by providing local material like quarry waste spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete.
230
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OD8614/2024-2025:Filling with Quarry Muck Filling up low-lying and waterlogged areas with quarry muck, spreading in layers, leveling the top at site etc. for backfilling of retaining wall Details of cost for 300 cum (OD as Standardized by CTE excluding the provision for roller)
14.4
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16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.Area less than 0.50 sqm.
1.08
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16.21:Engraving letters in hard stone
550
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geo textiles
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OD8488/2024-2025::Laying of a 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. [Based on item 15.6 of MORTH spec] Unit = sqm<br>Taking output = 10 sqm.<br>a) Labour
30
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