Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.4 LAdmitted-Finance | +3.28% | ₹36.4 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹35.2 L
EMD Value
₹70,440
Closing Date
29 Dec 2025, 6:00 pmClosed
COMMISSIONER MUNICIPAL COUNCIL KARAULI
OFFICE OF MUNICIPAL COUNCIL KARAULI
CC Road Construction Work Laxmi Palace to Taxi Stand Road (NH Highway)
2025_DLB_519422_2
4046/09.12.2025
Open Tender
Civil Works
90 days
KARAULI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
AS PER TD
₹70,440
Yes
2 Feb 2026
10 Dec 2025
30 Dec 2025
10 Dec 2025
29 Dec 2025
10 Dec 2025
Dismantling of existing structures like culverts, bridges, retaining walls, CC road 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 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks
Carriage of materials by manual labour including loading, unloading and stacking for lead less than 0.5 Km. Sand, bazri, ballast, kankar
Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.82 MB
BOQ_926652.xls
BOQ • 0.38 MB
Download all tender documents and submit your bid