Local Self Government Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_LSGD_708722_1Tender No
PP/EG7/2024-25/SE/73Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsgkerala.gov.in/
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Documents
BOQ Items
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
19.8
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OD214596/2024-2025:Interloking cconcrete block pavement providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504
187
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75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
5.85
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OD214591/2024-2025:FILLING WITH QUARRY MUCK Filling up low lying and water logged areas with local material /quarry muck spreading in layers , levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade
13.75
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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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
31.3
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11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
49.5
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2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
8.1
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OD229229/2024-2025:DR with Departmental stone - DRY RUBBLE MASONRY - Dry rubble without concrete leveling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site.
9
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OD225888/2024-2025:od1742097/2022-23 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 departmentel officers at site. (Based on DAR 60.7.2)
21.6
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OD225887/2024-2025:od 1742143/2022-23: DRY RUBBLE MASONRY - Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levells cost and conveyance of all materials labour charges etc. complete as per direction of departmentel officers at site.(Based on DAR 60.7.1)
51.9
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OD226682/2024-2025:Bailing out water Using 5HP and Pump above 5HP and up to 10 HP Bailing out water with engine and pump set above 5HP and up to 10HP . Including conveyance to site and erection, cost of fuel , lubrication oil and other stores , pay of staff etc. complete.to site and erection ,cost of fuel , lubrication oil and other stores, pay of staff etc complete (Modified od :60.2.3)
24
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3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
75.6
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3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
25.2
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75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
4.13
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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<br> IV. R.C.C grade M 20
38.1
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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
5.22
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OD214597/2024-2025:Item shifted to sub head 14 as item 14.73 item shifted to head 14 as item 14.74 steel work welded in built up sections/framed work , including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (REF DAR 10.25.2)
2219.93
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OD214598/2024-2025:engaging labour for laying pre-cast slab
6
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