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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 CrAccepted-AOC KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | ₹6.8 Cr Quoted ₹17.6 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹17.9 CrRejected-Finance R O TILAKHURA TO JHALALBURUA LINK ROAD | ₹17.9 Cr | 2 | Rejected-Finance 2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected as per Evaluation |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected as per Evaluation |
| Sl No | Description | Qty | Unit | M/S AWADHESH SINGH L2 | R.K.TRADERS & CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | 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 As per MoRT&H Specification & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 3,300 | Cum. | 55 ₹1.8 L | 50 ₹1.6 L |
| 2.00 | 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.As per MoRT&H Specification & Clause . No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 3,300 | Cum. | 55 ₹1.8 L | 50 ₹1.6 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. As per MoRT&H Specification & Clause . No.305, 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 11,930 | Cum | 125 ₹14.9 L | 120 ₹14.3 L |
| 4.00 | 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. As per MoRT&H Specification & Clause . No.305, 3.16 (Cartage Earth) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 260 | Cum | 255 ₹66,300 | 250 ₹65,000 |
| 5.00 | 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.as per MORT&H Specification & Clause No.401, 4.01 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 2,877 | Cum | 4,900 ₹1.4 Cr | 4,800 ₹1.4 Cr |
| 6.00 | 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.as per MORT&H Specification & Clause No. 406, 4.14B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 5,418 | cum | 5,200 ₹2.8 Cr | 5,051 ₹2.7 Cr |
| 7.00 | Providing and applying primer coat with SS2 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. As per MORTH Specification & clause No. 502, 5.01 A(i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 17,752 | Sqm | 43 ₹7.6 L | 40 ₹7.1 L |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH 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, 5.04 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 887 | cum | 13,500 ₹1.2 Cr | 13,200 ₹1.2 Cr |
| 9.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503, 5.02 (i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 17,752 | Sqm | 11 ₹2.0 L | 10 ₹1.8 L |
| 10.00 | Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH 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, 5.05(B) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 532 | cum | 14,000 ₹74.5 L | 13,900 ₹73.9 L |
Tender Value
₹17.8 Cr
EMD Value
₹30 L
Closing Date
24 Feb 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Widening strengthening of Chaurichaura Gaunar road to Vishunpur Ushrhwa Vishambherpur Rampur Bujurg road At District- Gorakhpur (With 5 Year Maintenance work) (Lot No-1/1)
2026_CEGKP_1116595_1
196/135C-Gkp Circle/2026 Dated 08-01-2026
Open Tender
Civil Works
365 days
Gorakhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹30 L
29 May 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
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 As per MoRT&H Specification & Clause . No.301, 3.06 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
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.As per MoRT&H Specification & Clause . No.305, 3.17 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
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. As per MoRT&H Specification & Clause . No.305, 3.16 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
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. As per MoRT&H Specification & Clause . No.305, 3.16 (Cartage Earth) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
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.as per MORT&H Specification & Clause No.401, 4.01 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
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 MORT&H Specification & Clause No. 406, 4.14B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
Providing and applying primer coat with SS2 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. As per MORTH Specification & clause No. 502, 5.01 A(i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 120 TPH 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, 5.04 B complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per MORTH Specification & clause No. 503, 5.02 (i) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant 120 TPH 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, 5.05(B) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.as per clause 601.as per MORT&H Specification & Clause No 601, 6.01 ( Sub Anly 21.18C DLC using Batching plant-120cum capacity) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades As per MORTH Specification & clause No. 602, 6.02 ( Sub Anly 21.19C PQC M35 grade using Batching plant-120cum capacity) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
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. (for patri work in abadi portion) As per MORTH Specification & clause No. 305, 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (cartage Earth)
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. (for patri work in non abadi portion) As per MORTH Specification & clause No. 305, 3.18 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable)
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 Specification & clause No. 304, 12.01 (i) B complete in all respect as per direction of Engineer in Charge (Including Labour Cess & GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia and construction of RCC Drain & Retaning wall)
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 (using batching Plant) As per MoRT&H Specification Ref. No. 2100 & Sr No. 12.04 sub-analysis-21.02 using Batching plant (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia and construction of RCC Drain & Retaning wall)
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications As per MoRT&H Specification Ref. No. 1300& 2200 & Sr No. 13.01 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia)
M-25 grade Providing and Laying Reinforcement concrete in superstructure as per drawing and technical specifications Clauses As per MoRT&H Specification Ref. No. 1500, 1600, 1700 & Sr No. 14.01 B Case (ii) sub-analysis-21.07 (using batching plant Transit mixture and concrete pump) (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts+Retaining wall)
M-25 Grade Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification As per MORTH Specification 1500,1700 & 2200 & Sr No.13.05, F (p) sub-analysis-21.07 using batching plant Transit mixture and concrete pump) complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) (construction of RCC Drain)
Supplying, fitting and placing HYSD bar reinforcement in structure complete as per drawing and technical specifications As per MoRT&H Specification Ref. No. 1600 & 2200 Sr No. 13.06 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts and construction of RCC Drain & Retaning wall)
Pointing with cement mortar (1:3 ) on brick work in structure as per Technical Specifications As per MoRT&H Specification Ref. No. 1300 & 2200 Sr No. 13.02 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts, Construction of HP culver 1000 mm dia)
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification As per MoRT&H Specification Ref. No. 710.1.4 of IRC 78 and 2504.2 Sr No. 13.10 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts)
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 As per MoRT&H Specification Ref. No. 2706 & 2200 Sr No. 13.08 (Including Labour Cess but GST will paid extra as applicable) (Extension of R.C.C. Culverts & Retaning wall)
Providing and laying class150 brick ballast 40mm gauge under the pipe as per SOR Sr 1(A) (Including Labour Cess but GST will paid extra as applicable) (Construction of HP culver 1000 mm dia )
Providing and Laying RCC 1000 mm Hume Pipes NP-3 including collars/spigot & Socketed Type joint, Confirming to BIS specification as per IS 458:2003 (Including Labour Cess but GST will paid extra as applicable) (Construction of HP culver 1000 mm dia )
Backfilling from local sand in foundation trenches as per drawing and technical specification as per SOR Chapter-1 (Including Labour Cess & GST will paid extra as applicable) (Construction of HP culver 1000 mm dia but Retaning wall)
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 @ Zero percent & for 2nd year @ 0.25%
For 3rd year @ 0.50%
For 4th year @ 0.75%
For 5th year @ 1.00%
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