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Tender Value
₹6 L
EMD Value
₹12,800
Closing Date
28 Nov 2023, 5:00 pmClosed
ASST ENGINEER
LID and EW SECTION THIRUNELL
305 MANIVAYAL COLONY CULVERT NIRMANAM FOOTPATH CONCRETE IN THIRUNELLY GP
2023_LSGD_621403_1
AE/LSGD/TNLY/5/2023-24/305
Open Tender
Civil Works - Roads
Item Rate
45 days
305 MANIVAYAL COLONY CULVERT NIRMANAM FOOTPATH CON
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,120
Yes
₹12,800
Yes
12 May 2024
21 Nov 2023
30 Nov 2023
21 Nov 2023
28 Nov 2023
21 Nov 2023
Amount
Culvert
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
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD137549/2023-2024: Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD137550/2023-2024: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.
OD137567/2023-2024: (using departmental material) 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.
OD137551/2023-2024: Providing concrete for plain/reinforced concrete in open foundations (WITHOUT FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1 Modified) P.C.C grade M 10, Nominal mix 1:3:6
12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.3: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 III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD137552/2023-2024: Providing Wearing Coat in CC Drain using plain cement concrete as per drawings and direction of Engineer-in-Charge (11.4.4 Modified) Nominal Mix 1:2:4
OD137553/2023-2024:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD137608/2023-2024:[OD Created from spec.4.11.2-excluding static roller]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 (ii) Using Gravel mix soil.
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)
OD137772/2023-2024:[OD From DAR 60.6]- PVC WEEP HOLES-Providing weep holes using 75mm dia PVC pipes working pressure 4 kg/sq.cm including cost of materials,conveyance,labour charges etc.complete
OD137641/2023-2024:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular
Nasar M A
Mujeeb H
Bidder Name
Mujeeb H
Nasar M A
DANEESH T
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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