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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.6 LAccepted-AOC | ₹66.6 L | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹69.1 LRejected-Finance | ₹69.1 L | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹70.4 LRejected-Finance | ₹70.4 L | L3 | Rejected-Finance Not Lowest |
| 4 | L4₹70.8 LRejected-Finance | ₹70.8 L | L4 | Rejected-Finance Not Lowest |
| 5 | L5₹71.3 LRejected-Finance | ₹71.3 L | L5 | Rejected-Finance Not Lowest |
Tender Value
₹89.4 L
EMD Value
₹6.5 L
Closing Date
24 Mar 2026, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Construction work of Mainpur Premwalia link road via Ramdas Baba Sthal to the cremation ground Link road in Dist Kushinagar
2026_CEGKP_1125671_5
972/76yat-Deo Circle/26 Dated 28.02.2026
Open Tender
Civil Works
180 days
Kushinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹6.5 L
Deoria
3 Jun 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
23 Mar 2026
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Excluding GST)
(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401 (Excluding GST)
Providing,laying and spreding material on a prepared Sub grade adding cement @ 2% by weight to the spred material manually mixing in aplace Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Sub Base. (Excluding GST)
Providing,laying and spreding material on a prepared Sub Base, cement @ 4% by weight to the spread material manually mixing in place Rotavator and compcting with the road roller at OMC to achive the desired unconfined Compressive strength and to form a Layer of Base.. (Excluding GST)
Providing and applying tack coat with bitumen (VG-10)using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 including cost of bitumen (VG-10) (Excluding GST)
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508 including cost of bitumen (Excluding GST)
Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510 including cost of bitumen. (Excluding GST)
(Construction of subgrade and Earthen shoulders) Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Excluding GST)
Excavation for Structural work in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections..(Excluding GST)
Plain cement concrete M10(1:4:8 nominal mix) in levelling course below open foundation of head wall as per drawing and technical specification clause 1109.(Excluding GST)
Brik Masonry Work in cement mortar (1:4) in foundation of head walls complete excluding poining and plastering as per rawing and technical specification Clause 1109 (Excluding GST)
Pointing with cement mortar (1:3 ) on brick work as per drawing and Technical Specifications Clauses 613.3 7 1204. As per MoRD Sl. No.-12.2 and Specification no.- 600. (Excluding GST)
Providing and laying reinforced cement concrete pipe NP3 600 mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (Excluding GST)
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 yoa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad& 3689lh@ vks0ih0vkj0ye0lh0@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 Item No. 1 to 13 @ Zero percent & for 2nd year @ 0.75%
For 3rd year @ 1.50%
For 4th year @ 2.25%
For 5th year @ 3.00%
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