Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.2 LAccepted-Finance | L1 | Accepted-Finance BID ACCEPTED | |
| 2 | L2₹40.6 L+₹33,777.92 (0.84%)Accepted-Finance | L2 | Accepted-Finance BID ACCEPTED | |
| 3 | L3₹41.2 L+₹97,618.18 (2.43%)Accepted-Finance | L3 | Accepted-Finance BID ACCEPTED | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹33.8 L
EMD Value
₹67,556
Closing Date
12 Mar 2026, 2:00 pmClosed
EXECUTIVE OFFICER
MUNICIPAL BOARD PADAMPUR
construction of drain From Santosh Singh to Mohan Mittal House Ward no18, Padampur And Providing and laying Interlocking Tile work Santosh Singh To Gejja singh Ward no 18, Padampur
2026_DLB_541694_1
4088/23.02.2026
Open Tender
Construction Works
Percentage
150 days
PADAMPUR
construction of drain From Santosh Singh to Mohan Mittal House Ward no18, Padampur And Providing and laying Interlocking Tile work Santosh Singh To Gejja singh Ward no 18, Padampur
3 documents required · 3 mandatory
₹1,000
EXECUTIVE OFFICER
₹67,556
Yes
13 Mar 2026
24 Feb 2026
13 Mar 2026
24 Feb 2026
12 Mar 2026
24 Feb 2026
Demolishing brick work manually/ by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 metres lead as per direction of Engineer-in charge. In cement mortar
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 Concrete Grade M-15 and above and PCC blocks
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
Carriage of Materials by mechanical transport including loading, unloading and stacking Sand, bazri, ballast, kankar
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :12mm thick
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 40mm thick
Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil
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 concrete mixer, laid manually, compacted with surface vibrator, 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 fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in-charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. 80mm thick
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.19 MB
BOQ_965646.xls
BOQ • 0.26 MB
CONDTIIONS.pdf
Additional Documents • 1.09 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .