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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.9 CrAccepted-AOC | ₹55.9 Cr Quoted ₹57.5 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹58.0 CrRejected-Finance KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | ₹58.0 Cr | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹58.0 CrRejected-Finance | ₹58.0 Cr | L3 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | JAI SHAKTI CONSTRUCTION L3 | AMBE INFRAPROJECTS PRIVATE LIMITED L1 | R.K.TRADERS & CONSTRUCTION PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. | 1,20,000 | sqm | 2.53 ₹3.0 L | 2.5 ₹3 L | 2.52 ₹3.0 L |
| 2.00 | 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 | 26,618.12 | Cum | 56.56 ₹15.1 L | 56 ₹14.9 L | 56.5 ₹15.0 L |
| 3.00 | 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. | 95,000 | Cum | 173.72 ₹1.7 Cr | 172 ₹1.6 Cr | 173.55 ₹1.6 Cr |
| 4.00 | Construction 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. | 26,618.12 | Cum | 60.6 ₹16.1 L | 60 ₹16.0 L | 60.54 ₹16.1 L |
| 5.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 14,440.28 | Cum | 173.72 ₹25.1 L | 172 ₹24.8 L | 173.55 ₹25.1 L |
| 6.00 | 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 | 13,650.32 | Cum | 4,575.3 ₹6.2 Cr | 4,530 ₹6.2 Cr | 4,570.77 ₹6.2 Cr |
| 7.00 | 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. | 12,703.75 | Cum | 5,009.6 ₹6.4 Cr | 4,960 ₹6.3 Cr | 5,004.64 ₹6.4 Cr |
| 8.00 | Providing and applying primer coat with SS1 grade 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. | 2,00,410 | sqm | 37.37 ₹74.9 L | 37 ₹74.2 L | 37.33 ₹74.8 L |
| 9.00 | Providing and laying dense graded bituminous macadam grade 1 with higher capacity batch type HMP 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. 505 complete in all respects. | 20,143 | Cum | 13,029 ₹26.2 Cr | 12,900 ₹26.0 Cr | 13,016.1 ₹26.2 Cr |
| 10.00 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 2,02,220 | sqm | 11.62 ₹23.5 L | 11.5 ₹23.3 L | 11.6 ₹23.5 L |
Tender Value
₹58.1 Cr
EMD Value
₹58.1 L
Closing Date
16 Jan 2026, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Widening and strengthening of Deoria Hata Road ODR 2 Lane with Paved shoulder in Dist Deoria
2026_CEGKP_1103619_1
4754/76yat-Deo Circle/25 Dated 20.12.2025
Open Tender
Civil Works
456 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹58.1 L
Deoria
11 Mar 2026
3 Jan 2026
16 Jan 2026
3 Jan 2026
16 Jan 2026
3 Jan 2026
12 Jan 2026
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
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 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.
Construction 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.
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
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
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 and applying primer coat with SS1 grade 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.
Providing and laying dense graded bituminous macadam grade 1 with higher capacity batch type HMP 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. 505 complete in all respects.
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material Morth Specification Clause 300-2.(Excluding GST)
Plain Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H
M 20 Grade of RCC in proptions of 1:1:2 (1 part of cement, 1 part of Approved coarse sand and 2 part of 20mm Nominal Size Stone Grits) as per SOR & SI No. 284A.(Excluding GST)
Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. As per Morth Specification 1600 & 2200.(Excluding GST)
Plain Cement Concrete (M-20) in Open Foundation complete as per Drawing and Technical Specifications.
Reinforced Cement Concrete (Grade M30) in Open Foundation complete as per Drawing and Technical Specifications.Reference to MORT&H
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Reference to MORT&H Specification 2706 & 2200 Sr No.15.14
1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SOR & SI No 305A.(Excluding GST)
Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as perSOR & SI No-574.(Excluding GST)
Supply of 900 NP-3 Hume pipes
Laying of 900 NP-3 Hume pipes
Supply of 600 NP-3 Hume pipes
Laying of 600 NP-3 Hume pipes
Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H
Drainage Spouts complete as per drawing and Technical specification. Reference to MORT&H
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H
Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024 /lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689lh&vks0ih0vkj0,e0lh0@ ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 28 @ Zero percent on 1st year & for 2nd year @ 0.25% on item No. 1 to 27
Maintenance cost for 3rd year @0.50% on item No. 1 to 27
Maintenance cost for 4th year @0.75% on item No. 1 to 27
Maintenance cost for 5th year @1.00% on item No. 1 to 27
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