Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC 302 1 SHIVKUTI PRAYAGRAJ | ₹2.5 Cr Quoted ₹2.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 Cr+₹6.8 L (2.84%)Rejected-Finance SYAD SARAVA KAUSHAMBI | KAUSHAMBI | UTTAR PRADESH | 212201 | ₹2.5 Cr+₹6.8 L (2.84%) | L2 | Rejected-Finance 2 |
| 3 | L3₹2.5 Cr+₹11.2 L (4.70%)Rejected-Finance | ₹2.5 Cr+₹11.2 L (4.70%) | L3 | Rejected-Finance 3 |
| 4 | L4₹2.7 Cr+₹26.0 L (10.9%)Rejected-Finance | ₹2.7 Cr+₹26.0 L (10.9%) | L4 | Rejected-Finance 4 |
| 5 | L5₹2.7 Cr+₹26.3 L (11.0%)Rejected-Finance | ₹2.7 Cr+₹26.3 L (11.0%) | L5 | Rejected-Finance 5 |
Tender Value
₹4.3 Cr
EMD Value
₹8.5 L
Closing Date
16 Apr 2025, 12:00 pmClosed
Suprentending Engineer Prayagraj circle PWD Prayag
office of Executive Engineer PD PWD Kaushambi
Work of widening and strengthening of Sharifabad Kalesarmau Ghat (Kadadham) Shitala Mata Temple road in Kaushambi district.
2025_CEALD_1024905_2
60/Camp/11comB-PrjCircle/24-25 Dt.13.02.2025
Open Tender
Civil Works - Roads
Item Rate
240 days
Kaushambi
Please Refer Tender Documents
2 documents required · 2 mandatory
₹2,725
₹8.5 L
Yes
23 Jun 2025
9 Apr 2025
16 Apr 2025
9 Apr 2025
16 Apr 2025
9 Apr 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stakcing of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Construction of embankment with approved material obtained from borrow pits 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
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Construction of Embankment with Material Deposited from Roadway cuttingConstruction 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 table 300-2. (MORT&H 305, 3.17)
Construction of subgrade & erthen soulder 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
Scarifying of existing bituminuos surface to a depth of 50 mm and disposal of scarifying material within all lifts and lead 1000 m (MORTH 3.15-305.4.3)
Granular Sub-Base with Graded Material (Table:- 400-1)By Mix in Place MethodConstruction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) of Bhatarkoop/ Kabarai Quarry 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.
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base Including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.20 kg per sqm on the prepared granular surfaces (over bituminous surface) & cleaned with broom as per Technical Specification Clause 503.
Providing and laying dense graded bituminous macadam with Hire Capcity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total 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. 505 complete in all respects.
Bituminous ConcreteProviding and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 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. 507 complete in all respects
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
P C C (1:3:6) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and Mord specification Clauses 802,803,1202,1203
RCC Grade M 20 using batching plant transit mixer & manual placing
RCC Grade M25 using batching plant transit mixer & manual placing
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
M.S. Iron work in angle iron for joint including supply of matrial labour T&P etc required for proper compition of work size 100x100x8 mm si no 503 (a)
Brick work M-150 Masionry work in cement mortor 1:3 in foundation complete
Pointing with cement mortor (1:3) on brickwork/ C R Stone masonry as per drawing and Technical specification Clause 613.3 and 1204
Providing and laying RCC Hume pipe NP-3 prestressed concrete pipe for culverts on first class bedding in single row including fixing collar with cement mortar 1:2. of 900mm dia.
Providing and laying RCC Hume pipe NP-3 prestressed concrete pipe for culverts on first class bedding in single row including fixing collar with cement mortar 1:2. of 600mm dia.
AMAR NATH PAL (BID ID -5122947)
VIJAY SINGH (BID ID -5123261)
M/s Shakti Construction (BID ID -5124830)
M/S RAVI SHANKAR GUPTA (BID ID -5124828)
M/S Amar and Company (BID ID -5115498)
M/S KAMDHENU CONSTRUCTION (BID ID -5115086)
M/s S S Associates, Alld (BID ID -5125373)
Sunil Construction (BID ID -5125478)
M/S SRI BHAWAN (BID ID -5125502)
M/s A.K. Associates (BID ID -5125462)
m/s mohd aleem (BID ID -5125411)
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.xls
BOQ • 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 .