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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 CrAccepted-AOC GORAKHPUR | UTTAR PRADESH | 273001 | ₹21.4 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹21.9 CrRejected-Finance | ₹21.9 Cr | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹22.5 CrRejected-Finance | ₹22.5 Cr | L3 | Rejected-Finance Not Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical As per Attachment |
Tender Value
₹22.5 Cr
EMD Value
₹33.8 L
Closing Date
28 Mar 2025, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Superintending Engineer Deoria Circle PWD Deoria
Widening and strengthening work of Padrauna to Balmikinagar Barrage International Border Road ODR in District Kushinagar
2025_CEGKP_1011881_1
893/76yat-Deo Circle/25 Dated 18.02.2025
Open Tender
Civil Works
456 days
Kushinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
₹33.8 L
Deoria
11 Jun 2025
5 Mar 2025
28 Mar 2025
5 Mar 2025
28 Mar 2025
5 Mar 2025
7 Mar 2025
Amount
Construction of Embankment with Material obtained from Borrowpits -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. (GST will be paid extra as applicable). (Execluding G.S.T)
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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. (Execluding G.S.T)
Construction 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. (Execluding G.S.T)
Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406. (Execluding G.S.T)
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Execluding G.S.T)
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 507 complete in all respects.(Execluding G.S.T)
Providing and applying tack coat with bitumen Emusion grade using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom. (As per MORTH Specification.)
BC:- Providing and laying bituminous concrete with 60-90 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 (VG 30) @ 5.4 percent 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 Sr No. 5.8 & MoRT&H Specification Ref. No. 509. (Execluding G.S.T)
Construction of sub-grade and erthen shoulders 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. As perSr No. 3.18 MoRT&H Specification Ref. No. 305 (For Pateri Work) (GST will be paid extra as applicable) including labour cess. (Cartage Earth). (Execluding G.S.T)
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 and backfilling with approved material. As Per Morth. S.I.No. 12.1 Clause. 304. (Execluding G.S.T)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (GST will be paid extra as applicable). (Execluding G.S.T)
RCC Grade M25 Using batching plant, transit mixer & manual placing(in slope at canal country side) (Execluding G.S.T)
JAI SHAKTI CONSTRUCTION (BID ID -5085176)
AMBE INFRAPROJECTS PRIVATE LIMITED (BID ID -5085630)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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