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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.4 CrAccepted-AOC 323 SHAMBHU NAGAR SHIKOHABAD DISTRICT FIROZABAD | FIROZABAD | UTTAR PRADESH | 224172 | ₹23.4 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹23.7 CrRejected-Finance | ₹23.7 Cr | 2 | Rejected-Finance due to higher rate |
| 3 | 3₹24.2 CrRejected-Finance | ₹24.2 Cr | 3 | Rejected-Finance due to higher rate |
| 4 | 4₹24.8 CrRejected-Finance | ₹24.8 Cr | 4 | Rejected-Finance due to higher rate |
| 5 | 5₹26.8 CrRejected-Finance | ₹26.8 Cr | 5 | Rejected-Finance due to higher rate |
Tender Value
₹34 Cr
EMD Value
₹50 L
Closing Date
30 Dec 2023, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of Widening and Strengthening of Siswa-Hevati-Sinduriya Road ODR under Rajya Sadak Nidhi Yojna Year 2023-24 in District Mahrajganj Lot No 1 of 1
2023_CEGKP_872769_1
8931/33Com-Gkp Circle/2023 Dated 08-12-2023
Open Tender
Civil Works
450 days
Mahrajganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹50 L
24 Jan 2024
21 Dec 2023
30 Dec 2023
21 Dec 2023
30 Dec 2023
21 Dec 2023
Amount
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 section within all lifts and lead upto 1000m. As per MoRT&H Specification Ref. No. 301 & Sr No. 3.06 (Including Labour Cess & GST will be 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 Ref. No. 305 & Sr No. 3.17 (Including Labour Cess & GST will be 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 Ref. No. 305 & Sr No. 3.16 (Including Labour Cess & GST will be 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 Ref. No. 305 & Sr No. 3.16 (Cartage Earth) (Including Labour Cess & GST will be paid extra as applicable)
Construction of granular sub-base by providing Close graded material, sperding in uniform layer with motor grader on prepared surface mixing by mix in place mathod with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.(B) .Sr.No. 4.01 (Including Labour Cess & GST will be paid extra as applicable)
Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.. Ref. No. 406A & Sr No. 4.14. (Including Labour Cess & GST will be paid extra as applicable)
Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site. Laying with 1% OPC cement and 3.5% Hincole Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. Ref. No. 406A & Sr No. 4.12 (Including Labour Cess & GST will be paid extra as applicable)
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.50 percent 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. As per MoRT&H Specification Ref. No. 505 B & Sr No. 5.04 (Including Labour Cess & GST will be paid extra as applicable)
Providing and applying tack coat with bitumen (VG-10) grade using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (As per MORTH Specification.) As per MoRT&H Specification Ref. No. 503(i) & Sr No. 5.02 (Including Labour Cess & GST will be paid extra as applicable)
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 5.40 percent 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. 507B complete in all respects. & Sr No. 5.05 (Including Labour Cess & GST will be 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. As per MoRT&H Specification Ref. No. 305 & Sr No. 3.18 (For Pateri Work) (Including Labour Cess & GST will be 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. As per MoRT&H Specification Ref. No. 305 & Sr No. 3.18 For Patarie Work (Cartage Earth) (Including Labour Cess & GST will be paid extra as applicable)
Widening of R.C.C Culvert & Hume Pipe (NP-3) & RCC-U type (450x650mm) drain with cover. Excavation of foundations in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling. Watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplush earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches S.I. No. 251 (Including Labour Cess & GST will be paid extra as applicable) (RCC U-Drain, Culvert 1x1.50, 1x2, 1x3 & HP Culvert)
Cement concrete with 4 cm gauge approved stone ballast approved coarse sand and cement in propertion of 8:4:1 including supply of all material labour and T&P etc. required for completion of the work. As per SI.No. 281. (Including Labour Cess & GST will be paid extra as applicable) (RCC U-Drain, Culvert 1x1.50, 1x2, 1x3 & HP Culvert)
Class 150 Sub Class "A" brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials labour and T&P etc. required for the proper completion of the work. S.I. No. 307 (Including Labour Cess & GST will be paid extra as applicable) (Culvert 1x1.50, 1x2, 1x3 & HP Culvert)
M-30 Class R.C.C. work with cement, approved coarse sand 2.0 cm. gauge approved stone ballast in the proporton of 1:1.5:3 in slabs excluding the supply of reinforcement.....binding the same with 24 BWG, GI bending wire ......incluidng providing and fixing necessary centering and shuttering ..... As per S.I. NO. 283A (Including Labour Cess & GST will be paid extra as applicable) (RCC U-Drain, Culvert 1x1.50, 1x2 & 1x3)
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications As per S.I. NO. 504 (Including Labour Cess & GST will be paid extra as applicable) (RCC U-Drain, Culvert 1x1.50, 1x2 & 1x3)
Providing, Laying & fixing of 1000 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9 (Including Labour Cess & GST will be paid extra as applicable) (HP Culvert)
Providing, Laying & fixing of collar 1000 mm dia. As per S.I.No. 458 -2003 Sr. No. 9 (Including Labour Cess & GST will be paid extra as applicable) (HP Culvert)
Providing, Laying & fixing of 600 mm dia Hume pipe NP-3 type. As per S.I.No. 458 -2003 Sr. No. 9 (Including Labour Cess & GST will be paid extra as applicable) (HP Culvert)
Providing, Laying & fixing of collar 600 mm dia. As per S.I.No. 458 -2003 Sr. No. 9 (Including Labour Cess & GST will be paid extra as applicable) (HP Culvert)
Struck Pointing with cement mortor consisting of one part cement and two part of fine sand of 1.25 FM on brick work including supply of all material, labour and T & P etc. required for for proper completion of the work. As per S.I.No. 574 (Including Labour Cess & GST will be paid extra as applicable) (Culvert 1x1.50, 1x2, 1x3 & HP Culvert)
M/S Paliwal Brothers
SHAKUNTALA SINGH
M/S M V D INFRA DEVELOPERS PRIVATE LIMITED
M/S Prabha Construction Co
M/S R.K.TRADERS
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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