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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 CrAccepted-AOC GARHI ROAD MOHALLA KASHIPURAM GARHI ROAD LAKHIMPUR KHERI UTTAR PRADESH 262701 | KHERI | UTTAR PRADESH | 262701 | ₹23.9 Cr | L1 | Accepted-AOC Accepted being Lowest Rate |
| 2 | L2₹24.4 CrRejected-Finance 56 LAKSHMANPUR COLONY ALLAHABAD ROAD SULTANPUR | SULTANPUR | SULTANPUR | UTTAR PRADESH | ₹24.4 Cr | L2 | Rejected-Finance Rejected being Higher Rate |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Dibbar |
| 4 | Not Admitted-Fee/PreQual/Technical 213 TAJOPUR PASCHIMPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 UDYAM UP 55 0009322 | MAU | UTTAR PRADESH | 275101 | - | - | Not Admitted-Fee/PreQual/Technical Others- Non Responsive |
Tender Value
₹24 Cr
EMD Value
₹36 L
Closing Date
16 Jan 2025, 12:00 pmClosed
S.E., Sultanpur-Amethi Circle, PWD Sultanpur
Superintending Engineer, Sultanpur-Amethi Circle, PWD, Sultanpur
Strengthening work of Semrauta Shivratanganj Haidergarh (ODR) in Amethi district and 5 year maintenance work
2024_CEUFZ_984741_1
3202/1Com-Sul.Amethi Circle/2024-25 Dated 06-12-2024
Open Tender
Civil Works - Roads
455 days
AMETHI
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,714
₹36 L
Yes
S.E., Sultanpur-Amethi Circle, PWD Sultanpur
25 Mar 2025
19 Dec 2024
16 Jan 2025
19 Dec 2024
16 Jan 2025
19 Dec 2024
2 Jan 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. The rate includes royalty as per applicable to make embankment 12m wide, width may very at curves patries. including quantity for filling of drain type trenches along the base of road embankment as they were duged for making embankment previously.embankment width 12M side slope 1:2 New Including Royality Machenically Compacted.
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.
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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density with bitumenus Emulssion SS 3.5% and OPC cement@ 1% by weight of mix
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
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
Construction of un-reinforced, dowel jointed, plain cement concrete pavement, over a prepared sub base, with approve grade cement @ 400 kg. per cum, 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 fixed form or slipform paver, spread, compacted and finished in a contiuous operation including provision of contraction expension, construction and longitudinal joint, joint filler separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compund, finishing to lines and grades as per drawing.
Earth Work in ordinary soil in making patries on either side of the road earthwork in patries to be done in 20 cm layer including ramming and dressing the surface to required level and true to patri template with side slope of 1:2. (Mechanically Compacted)
Construction of H.P. culverts 900mm dia NP3 H.P. Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm (nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses etc., up to floor level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm (nominal size).
Supply of 900 mm NP3 Hume Pipe and its coller including cartage etc. complete.
Layaing of 900mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete.
Construction of U- Type Drain Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. (Including Royalty) S.I. 251
Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280
Providing plain/ Reinforced Cement Concrete in U-Tpye Drain as per Drawing and Technical Specifications S.I. 283
Mild steel or iron in plain work such as reinforeed concretc or reinforeed brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of ass steel and wastage and over lapping & hooks. S.I. 504.
The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.00% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024
The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024
The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024
The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024
The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00% of tenderd cost of Construction as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024
KUMAR TRADERS (BID ID -4854542)
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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