Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAccepted-AOC | ₹11.1 Cr | L1 | Accepted-AOC Bond No. 53/SE
Bond Date 13.02.2025 |
| 2 | L2₹11.1 CrRejected-Finance NIL A 13 MA0NO 37 MOHADDIPUR POLICE STATION CANTT DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹11.1 Cr | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹11.8 CrRejected-Finance | ₹11.8 Cr | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹12.1 CrRejected-Finance | ₹12.1 Cr | L4 | Rejected-Finance Not Lowest |
Tender Value
₹15.3 Cr
EMD Value
₹30 L
Closing Date
20 Dec 2024, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Strengthening of Salempur Lar and Lar Bypass Road (ODR) Chainage 0.000 to 9.300 in Dist Deoria
2024_CEGKP_982847_1
3948/76Yat-Deoria Circle/24 Date 20.11.2024
Open Tender
Civil Works
365 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
₹30 L
Deoria
15 Feb 2025
12 Dec 2024
20 Dec 2024
12 Dec 2024
20 Dec 2024
12 Dec 2024
12 Dec 2024
Amount
Dismantling of Granular courses:- Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separatelyAs per Sr. No. 2.05 & Reference to MORT&H Specification no. 202 (Excluding GST)
Construction of Embankment with Material obtained from Borrowpits:- 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 Sr. No. 3.17 & Reference to MORT&H Specification no. 305 (Excluding GST)
Construction of Subgrade and Earthen Shoulders:- Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2As per Sr. No. 3.18 & Reference to MORT&H Specification no. (Excluding GST)
Providing, laying, spreading and compacting of existing granular material adding 2% OPC 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. (Excluding GST)
Cement Treated Sub:- Base with 2% cement:- Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface, mixing with 2% OPC cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 As per Sr. No. 4.08 & Reference to MORT&H Specification no. 403 (Excluding GST)
Cement Treated Sub:- Base with 2% cement:- Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface, mixing with 2% OPC cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Using reclaimed granular material)As per Sr. No. 4.08 & Reference to MORT&H Specification no. 403 (Excluding GST)
Wet Mix Macadam (Plant Mix Method):- 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per Sr. No. 4.14 & Reference to MORT&H Specification no. 406 (Excluding GST)
Prime Coat over WMM/WBM:- Providing and applying primer coat with SS1 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 Sr. No. 5.01 & Reference to MORT&H Specification no. 502 (Excluding GST)
Recycling of Bituminous Pavement with Central Recycling Plant:- Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519.As per Sr. No. 5.13 & Reference to MORT&H Specification no. 519 (Excluding GST)
Tack Coat on Bituminous surfaces:- 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 Sr. No. 5.02 & Reference to MORT&H Specification no. 503 (Excluding GST)
Bituminous Concrete Grading II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 complete in all respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (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.As per Sr. No. 12.01(i) & Reference to MORT&H Specification no. 304 (Excluding GST)
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.As per Sr. No. 12.04 & Reference to MORT&H Specification no. 2100 (Excluding GST)
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical SpecificationsAs per Sr. No. 13.01 & Reference to MORT&H Specification no. 1300 &2200 (Excluding GST)
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per Sr. No. 13.02 & Reference to MORT&H Specification no. 1301 &2200 (Excluding GST)
Supply of 1000 NP-3 Hume pipes As per SOR (Excluding GST)
Supply of NP-3 coller As per SOR (Excluding GST)
Laying of NP-3 Hume pipes As per SOR (Excluding GST)
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.As per Sr. No. 16.01 & Reference to MORT&H Specification no. 2503 (Excluding GST)
AJAY ASSOCIATES (BID ID -4798870)
M/S GOVIND MADHAV (BID ID -4800760)
JAI SHAKTI CONSTRUCTION (BID ID -4798400)
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid