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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 CrAccepted-AOC | ₹9.5 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹10.4 Cr+₹93.4 L (9.84%)Rejected-Finance | ₹10.4 Cr+₹93.4 L (9.84%) | L2 | Rejected-Finance Not Lowest |
| 3 | L3₹10.9 Cr+₹1.4 Cr (14.4%)Rejected-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹10.9 Cr+₹1.4 Cr (14.4%) | L3 | Rejected-Finance Not Lowest |
| 4 | Rejected-Technical NONE | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | JAI SHAKTI CONSTRUCTION L2 | M/S GIRISH SINGH L1 | AMBE INFRAPROJECTS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | Cement Treated Sub-Base with 2% cement
Cement treted Sub base (GSB) proving laying and spreading material on a prepared sub grade ,adding cement@2% by weight to the spread matrial manually mixing in place with rotavator and compacting with the road rollar at omc to achieve the desired unconfined compressive strenght and to form a layer of sub base | 1,768.75 | Cum | 4,700 ₹83,13,125 | 4,400 ₹77,82,500 Lowest | 5,022 ₹88,82,662.5 |
| 2.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 5,270 | Cum | 4,750 ₹2,50,32,500 | 4,400 ₹2,31,88,000 Lowest | 5,010 ₹2,64,02,700 |
| 3.00 | Wet Mix Macadam (Stabilized) (ETA)
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 170 | Cum | 9,000 ₹15,30,000 | 8,200 ₹13,94,000 Lowest | 9,200 ₹15,64,000 |
| 4.00 | 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 to 1.00 kg/sqm using mechanical means. | 49,940 | Cum | 40 ₹19,97,600 | 30 ₹14,98,200 Lowest | 38 ₹18,97,720 |
| 5.00 | 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. | 49,940 | Cum | 11 ₹5,49,340 | 10 ₹4,99,400 Lowest | 12 ₹5,99,280 |
| 6.00 | Dense Graded Bituminous Macadam Grading II
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 No. 505 complete in all respects. | 2,497 | Cum | 12,750 ₹3,18,36,750 | 11,500 ₹2,87,15,500 Lowest | 13,000 ₹3,24,61,000 |
| 7.00 | Bituminous Concrete Grading 2
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 respects | 2,382.6 | Cum | 14,200 ₹3,38,32,920 | 12,500 ₹2,97,82,500 Lowest | 14,500 ₹3,45,47,700 |
| 8.00 | 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. 300-2 | 20,860.62 | Cum | 60 ₹12,51,637.2 Lowest | 102.6 ₹21,40,299.61 | 110 ₹22,94,668.2 |
Tender Value
₹10.5 Cr
EMD Value
₹21 L
Closing Date
19 Aug 2025, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
In the financial year 2025-26 RSN 3054 Scheme the Work of Riding quality improvement of Karuana Parsia Maghara Salempur Road in District Deoria
2025_CEGKP_1062906_1
3062/76yat-Deo Circle/25 Dated 30.07.2025
Open Tender
Civil Works
Item Rate
365 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹21 L
Deoria
14 Oct 2025
7 Aug 2025
19 Aug 2025
7 Aug 2025
19 Aug 2025
7 Aug 2025
14 Aug 2025
Amount
Cement Treated Sub-Base with 2% cement Cement treted Sub base (GSB) proving laying and spreading material on a prepared sub grade ,adding cement@2% by weight to the spread matrial manually mixing in place with rotavator and compacting with the road rollar at omc to achieve the desired unconfined compressive strenght and to form a layer of sub base
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Wet Mix Macadam (Stabilized) (ETA) 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
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 to 1.00 kg/sqm using mechanical means.
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.
Dense Graded Bituminous Macadam Grading II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 No. 505 complete in all respects.
Bituminous Concrete Grading 2 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 respects
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. 300-2
JAI SHAKTI CONSTRUCTION (BID ID -5425627)
AMBE INFRAPROJECTS PRIVATE LIMITED (BID ID -5457547)
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