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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.9 CrAccepted-AOC | ₹10.9 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹11.6 CrRejected-Finance | ₹11.6 Cr | 2 | Rejected-Finance 2 |
| Sl No | Description | Qty | Unit | RAHAT ALI L2 | M/S Paliwal Brothers L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORT&H Spe. 201 Sr. no 2.03 ii (A) (Including Labour Cess but GST will paid extra as applicable) | 4 | Hect | 50,000 ₹2 L | 15,000 ₹60,000 |
| 2.00 | Scarifying the existing granular road surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. as per MORT&H Spe. 305.4.3 Sr. no 3.14 (ii) (Including Labour Cess but GST will paid extra as applicable) | 25,000 | Sqm | 65 ₹16.3 L | 1 ₹25,000 |
| 3.00 | 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) | 4,280 | Cum. | 65 ₹2.8 L | 40 ₹1.7 L |
| 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.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) | 4,280 | Cum. | 65 ₹2.8 L | 45 ₹1.9 L |
| 5.00 | 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) | 27,925 | Cum | 65 ₹18.2 L | 90 ₹25.1 L |
| 6.00 | 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) | 1,125 | Cum | 145 ₹1.6 L | 125 ₹1.4 L |
| 7.00 | Stablized Sub-base (FDR Technology)- Providing, laying, spreading and compacling of existing granular malerial adding cament using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rale through augers and cellular wheels. The aggregale shall be in silu pulverized/stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller, Pneumatic roller and vibralory Pad Foot pad roller (20 tonne) to achieve design unconfined compressive strength. (Including Labour Cess but GST will paid extra as applicable) | 4,590 | Cum | 1,800 ₹82.6 L | 2,050 ₹94.1 L |
| 8.00 | Stablized Sub-base (FDR Technology)- Providing, laying, spreading and compacting of new granular material adding cement and admixture using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized /stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve design unconfined compressive strength. (with additive) [FDR] (Including Labour Cess but GST will paid extra as applicable) | 7,650 | Cum | 3,000 ₹2.3 Cr | 3,475 ₹2.7 Cr |
| 9.00 | 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, 4.14. complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 4,700 | cum | 5,000 ₹2.4 Cr | 3,425 ₹1.6 Cr |
| 10.00 | 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 complete in all respect as per direction of Engineer in Charge (Including Labour Cess but GST will paid extra as applicable) | 47,000 | Sqm | 40 ₹18.8 L | 28 ₹13.2 L |
Tender Value
₹16.6 Cr
EMD Value
₹30 L
Closing Date
31 Dec 2025, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Widening strengthening of Sonbarsha to Futhwa Inar (ODR) in Km-6 Via Sonbersha Babu to Bilari Vaysi Nala Fulwariya Chabaila Baghad Momhadpur Road At District- Gorakhpur (FDR Technology) (With 5 Year Maintenance) (LOT 1/1)
2025_CEGKP_1100838_1
8491/135C-Gkp Circle/2025 dated 12-12-2025
Open Tender
Civil Works
365 days
Gorakhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹30 L
18 Mar 2026
22 Dec 2025
31 Dec 2025
22 Dec 2025
31 Dec 2025
22 Dec 2025
Amount
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MORT&H Spe. 201 Sr. no 2.03 ii (A) (Including Labour Cess but GST will paid extra as applicable)
Scarifying the existing granular road surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. as per MORT&H Spe. 305.4.3 Sr. no 3.14 (ii) (Including Labour Cess but GST will paid extra as applicable)
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)
Stablized Sub-base (FDR Technology)- Providing, laying, spreading and compacling of existing granular malerial adding cament using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rale through augers and cellular wheels. The aggregale shall be in silu pulverized/stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller, Pneumatic roller and vibralory Pad Foot pad roller (20 tonne) to achieve design unconfined compressive strength. (Including Labour Cess but GST will paid extra as applicable)
Stablized Sub-base (FDR Technology)- Providing, laying, spreading and compacting of new granular material adding cement and admixture using truck mounted / self propelled cement spreader shall have variable working width with microprocessor, controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized /stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve design unconfined compressive strength. (with additive) [FDR] (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, 4.14. 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 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(B), 5.05 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 B, 12.01 complete in all respect as per direction of Engineer in Charge (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)
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)
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 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)
M-25 Grade Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification As per MORTH Specification & clause No. 13.05 B Case-ii, 1500,1700 & 2200 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 super-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)
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)
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 Sr No. Chapter 1(9) (Including Labour Cess but GST will paid extra as applicable) (Construction of HP culver 1000 mm dia )
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%
RAHAT ALI (BID ID -5784329)
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