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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC | ₹1.5 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹1.6 CrRejected-Finance | ₹1.6 Cr | 2 | Rejected-Finance 2 |
| 3 | 3₹2.0 CrRejected-Finance | ₹2.0 Cr | 3 | Rejected-Finance 3 |
| 4 | 4₹2.0 CrRejected-Finance | ₹2.0 Cr | 4 | Rejected-Finance 4 |
| 5 | 5₹2.4 CrRejected-Finance GRAM SOHANANG PO PACHPEDWA JANPAD GORAKHPUR | ₹2.4 Cr | 5 | Rejected-Finance 5 |
Tender Value
₹2.4 Cr
EMD Value
₹14.1 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of ward no 1 in Mahadev Jharkhandi piece no 1 Mahadevpuram colony construction work of the road from Shyam Guptas house to the house of Santosh Paswan via the houses of Virendra Paswan Suresh Yadav and Akhilesh Singh Lot No 6 of 10
2026_CEGKP_1127322_6
1701/135C-Gkp Circle/2026 dated 07-03-2026
Open Tender
Civil Works
365 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹14.1 L
30 May 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.) | |||||
| 2Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 10 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305 Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.) | |||||
| 3Construction 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 Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.) | |||||
| 4Construction 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. Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.) | |||||
| 5Construction 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 drawing Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.) | |||||
| 6Center Line Edge Line (Thermo Plastic Paint) Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 2.5 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition of thermo plastic material shall be as per table 800-3 of clause 803 of MORTH including cost of all material labour T&P etc required for proper completion of work as directed by E/I. Complete in all Respect as per Direction of Engineer in Charge. (Including Labour Cess But Excluding GST.) | |||||
| 75 Year Maintenance Charge Complete in all respect as per GO No. 17/2024/Sa-23-1-2024-23-1099/113/2023 Dated 16.01.2024 and Circular of EnC 3689C0PRMC/Mool-23-24 Dated 17.02.2024 & direction of E/I. (Including Labourcess but Excluding GST). 1st Year Mainntenance Cost @ 0 % & 2nd Year @ 0.25% | |||||
| 8For 3rd Year @ 0.50% | |||||
| 9For 4th Year @ 0.75% | |||||
| 10For 5th Year @ 1% | |||||
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