Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 CrAccepted-AOC | ₹8.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.3 Cr+₹2.0 L (0.24%)Rejected-Finance SHASTRI NAGAR SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹8.3 Cr+₹2.0 L (0.24%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.6 Cr+₹35.5 L (4.28%)Rejected-Finance | ₹8.6 Cr+₹35.5 L (4.28%) | L3 | Rejected-Finance L3 |
| 4 | L4₹8.7 Cr+₹37.6 L (4.54%)Rejected-Finance KANAULI KOTHI LALESHWAR R M S COLONY KANKARBAGH PATNA BIHAR 800020 | PATNA | BIHAR | 800020 | ₹8.7 Cr+₹37.6 L (4.54%) | L4 | Rejected-Finance L4 |
| 5 | L5₹9.0 Cr+₹70.8 L (8.54%)Rejected-Finance | ₹9.0 Cr+₹70.8 L (8.54%) | L5 | Rejected-Finance L5 |
Tender Value
₹12 Cr
EMD Value
₹24 L
Closing Date
18 Mar 2025, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Work of widening and strengthening of Rampur Gangoh via Jankheda Nainkhedi (Uttar Pradesh) road in Saharanpur district.
2025_CEMRT_1013642_1
8557/104MS-S/2025 DAte 03-12-2024
Open Tender
Civil Works
Item Rate
365 days
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹24 L
18 Jun 2025
4 Mar 2025
18 Mar 2025
4 Mar 2025
18 Mar 2025
4 Mar 2025
Amount
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (E/W Carted For 3Km. lead)
Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. as per Morth Specification No. 301, Sr.No.-3.3 (In widening )
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401( In widening )
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification clause-406
Providing and applying Tack coat with bitumen VG-10 on prepared primed surface including cleaning of road surface and spraying Tack Coat at the rate of 0.30kg/ sqm. using mechanical means. as per MORTH Specification clause-503
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam steblized with 3.5% Emulsion & 1.0% Cement specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankment to the in 20 cm. Layers including ramming and dressing the surface to required levels and slops and also including 1.50 m. lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30m distance as directed by the Engineer–in charge.
Construction of 1000 mm dia NP3 type two row Hume Pipe Culvert.
Construction of 600 mm dia NP3 type two row Hume Pipe Culvert.
SHREE TIRUPATI CONSTRUCTION (BID ID -5024851)
vijendra kumar (BID ID -5058549)
ANIL KUMAR CONTRACTOR (BID ID -5024813)
M/S CHAUDHARY ASSOCIATES (BID ID -5058226)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
BOQ_1823183.xls
BOQ • 0.28 MB
164922445.pdf
Tender Documents • 1.59 MB
164922447.html
Tender Documents • 0.05 MB
165492024.pdf
Tender Documents • 0.29 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 .