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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.3 CrAccepted-AOC | ₹35.3 Cr Quoted ₹39.8 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹43.9 CrRejected-Finance NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹43.9 Cr | 2 | Rejected-Finance due to higher rate |
Tender Value
₹49 Cr
EMD Value
₹50 L
Closing Date
15 Mar 2024, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Widenning and Strenthning in 02 Lane (with Paved Shoulder) of NH-24 Sonauli Nautanwa Gorakhpur Road Dharmshala Pul to Pandeyhata Via Jatashankar Tiraha, Alinagar Chauraha, Baksipur Chauraha, Reti Chauk, Ghantaghar Road in District Gorakhpur in FY 202
2024_CEGKP_898656_7
788/135C-Gorakhpur Circle/2024 Dated 03-02-2024
Open Tender
Civil Works
450 days
Gorakhpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹50 L
11 Feb 2025
17 Feb 2024
15 Mar 2024
17 Feb 2024
15 Mar 2024
17 Feb 2024
Amount
Removal (including stacking and proper handling over to concerned Authority) of stumps and roots of trees having girth 300mm and backfilling the pit created to required compaction complete as per technical specifications clause 201 and 305, or as directed by the engineer incharge, for girth size above 300mm as per Morth Specification 201B Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. as per Morth Specification 202 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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. as per Morth Specification 301 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305. as per Morth Specification 301 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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.( lead upto 10 km). as per Morth Specification 305 (3.16) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
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 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (Stabilization with emulsion3.5% and cement 1% ) 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 MoRTH Sp. 406 (4.14) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Construction of Thin White Topping with plain cement concrete pavement over existing surface with approved grade cement @ 400 kg per cum and as per IRC 76, 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 E/I. (Including Labourcess but Excluding GST).
Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) . Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Errection of Electric lights on Both Side of Road @ 25 mtr. Center to Center Complete in all Respect as per direction of E/I. Excluding GST.
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.(lead 10 km) as per MoRTH Sp. 304B(i) Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Plain cement concrete M-15 in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MoRTH Sp. 1500, 1700 & 2100 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 grade in foundation as per drawing and Technical Specification. As per MoRTH Sp. 1500, 1700 & 2100 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MoRTH Sp. 1600 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Angle Steel Iron work for Placing Utitlity Angle Iron 63x63x6 mm & 40x40x5 mm for chamber of KC drain. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Flat Steel Iron work for Placing Utitlity Flat Iron width 40 mm& 6 mm thick @1.9kg/m Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Placing Nut Bolt For fixing Angle Iron in Utitlity Duct Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
Labour charge & Velding Charge per R/M for fixing angle iron/flat iron in Utility. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
M-25 Reinforced Cement Concrete in box culvert complete as per Drawing and Technical Specification As per MoRTH Sp. 1500, 1700 & 2100 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
M.S or iorn work in angle iorn for joint in Box Culvert including Supply of matrial labour T&P etc Required for proper compltion of work size 100x100x8 mm si no 503. Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
PCC 1:3:6 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.As per MoRTH Sp. 2100 Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST).
AJAY ASSOCIATES
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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