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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 CrAccepted-AOC | ₹34.6 Cr | L1 | Accepted-AOC Due to lower rate in BOQ |
| 2 | L2₹35.4 CrRejected-Finance | ₹35.4 Cr | L2 | Rejected-Finance Due to higher rate in BOQ |
| 3 | L3₹36.4 CrRejected-Finance 323 SHAMBHU NAGAR SHIKOHABAD DISTRICT FIROZABAD | FIROZABAD | UTTAR PRADESH | 224172 | ₹36.4 Cr | L3 | Rejected-Finance Due to higher rate in BOQ |
| 4 | L4₹36.9 CrRejected-Finance E 44 GROUND FLOOR SECTOR 36 GREATER NOIDA G B NAGAR UP | ₹36.9 Cr | L4 | Rejected-Finance Due to higher rate in BOQ |
| 5 | L5₹37.8 CrRejected-Finance SC 326 SHASTRI NAGAR GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹37.8 Cr | L5 | Rejected-Finance Due to higher rate in BOQ |
| Sl No | Description | Qty | Unit | LISHA ENGINEERS PRIVATE LIMITED L4 | Krishna Infratec L8 | M/S CHAUDHARY ASSOCIATES L9 | M/S MAHENDRA KUMAR SINGH L1 | M/s Raj Laxmi Enterprises L7 | RAJEEV KUMAR CONTRACTOR PVT LTD L3 | KRISHNA CIVICONS (INDIA) PRIVATE LIMITED L2 | SHARMA CONSTRUCTION PROJECT PVT LTD L5 | M/s Nirbhay Constructions L11 | M/S SRI JAN CONSTRUCTION L10 | M/S VIJAY KUMAR L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land by mechanical means in area of light jungle including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Excluding GST as per E/I. | 96,795 | Sqm | 5 ₹4.8 L | 5 ₹4.8 L | 4 ₹3.9 L | 60 ₹58.1 L | 10 ₹9.7 L | 7 ₹6.8 L | 10 ₹9.7 L | 2.5 ₹2.4 L | 18.25 ₹17.7 L | 18.25 ₹17.7 L | 8 ₹7.7 L |
| 2.00 | 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. Excluding GST as per E/I. | 2,26,635 | Cum | 250 ₹5.7 Cr | 360 ₹8.2 Cr | 250 ₹5.7 Cr | 100 ₹2.3 Cr | 180 ₹4.1 Cr | 400 ₹9.1 Cr | 200 ₹4.5 Cr | 200 ₹4.5 Cr | 340.14 ₹7.7 Cr | 340.14 ₹7.7 Cr | 300 ₹6.8 Cr |
| 3.00 | 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. Excluding GST as per E/I. | 8,848 | Cum | 90 ₹8.0 L | 90 ₹8.0 L | 200 ₹17.7 L | 140 ₹12.4 L | 200 ₹17.7 L | 370 ₹32.7 L | 220 ₹19.5 L | 50 ₹4.4 L | 390.12 ₹34.5 L | 390.12 ₹34.5 L | 290 ₹25.7 L |
| 4.00 | Construction of granular sub-base (GSB) grade 1 by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at desired density, including cost of all material, labour, T &P including all taxes, royalty, labour cess complete. as per MORTH 401.Excluding GST as per E/I. | 14,096 | Cum | 2,300 ₹3.2 Cr | 2,600 ₹3.7 Cr | 3,600 ₹5.1 Cr | 2,800 ₹3.9 Cr | 3,300 ₹4.7 Cr | 2,300 ₹3.2 Cr | 2,300 ₹3.2 Cr | 2,500 ₹3.5 Cr | 3,405.21 ₹4.8 Cr | 3,405.21 ₹4.8 Cr | 2,400 ₹3.4 Cr |
| 5.00 | 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 complete as per clause 406. Excluding GST as per E/I. | 11,605 | Cum | 2,800 ₹3.2 Cr | 2,900 ₹3.4 Cr | 4,600 ₹5.3 Cr | 3,200 ₹3.7 Cr | 3,500 ₹4.1 Cr | 2,450 ₹2.8 Cr | 2,500 ₹2.9 Cr | 2,550 ₹3.0 Cr | 4,402.21 ₹5.1 Cr | 4,145.21 ₹4.8 Cr | 3,100 ₹3.6 Cr |
| 6.00 | Providing and applying primer coat with bitumen emulsion (SS-1) 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 clause 502. Excluding GST as per E/I. | 42,809 | Sqm | 10 ₹4.3 L | 60 ₹25.7 L | 38 ₹16.3 L | 25 ₹10.7 L | 35 ₹15.0 L | 27 ₹11.6 L | 15 ₹6.4 L | 20 ₹8.6 L | 37.21 ₹15.9 L | 37.21 ₹15.9 L | 15 ₹6.4 L |
| 7.00 | Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503. Excluding GST as per E/I. | 2,55,362 | Sqm | 11.3 ₹28.9 L | 10 ₹25.5 L | 12 ₹30.6 L | 8 ₹20.4 L | 14 ₹35.8 L | 9 ₹23.0 L | 8 ₹20.4 L | 10 ₹25.5 L | 11.2 ₹28.6 L | 11.2 ₹28.6 L | 10 ₹25.5 L |
| 8.00 | Providing and laying dense graded bituminous macadam 1 with higher capacity batch type HMP using crushed aggregates of specified grading 1, premixed with bituminous binder @ 4.0 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. Excluding GST as per E/I. | 13,906 | Cum | 7,800 ₹10.8 Cr | 9,500 ₹13.2 Cr | 11,000 ₹15.3 Cr | 9,000 ₹12.5 Cr | 10,500 ₹14.6 Cr | 6,010 ₹8.4 Cr | 7,700 ₹10.7 Cr | 8,000 ₹11.1 Cr | 10,200.21 ₹14.2 Cr | 10,200.21 ₹14.2 Cr | 9,000 ₹12.5 Cr |
| 9.00 | 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 binder (Modified VG-40) @ 5.4 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. 509 complete in all respects. Excluding GST as per E/I. | 5,722 | Cum | 9,200 ₹5.3 Cr | 10,500 ₹6.0 Cr | 13,000 ₹7.4 Cr | 10,500 ₹6.0 Cr | 12,000 ₹6.9 Cr | 7,000 ₹4.0 Cr | 8,650 ₹4.9 Cr | 9,650 ₹5.5 Cr | 12,051.21 ₹6.9 Cr | 12,051.21 ₹6.9 Cr | 10,500 ₹6.0 Cr |
| 10.00 | 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. Excluding GST as per E/I. | 5,550 | Cum | 70 ₹3.9 L | 90 ₹5.0 L | 60 ₹3.3 L | 35 ₹1.9 L | 50 ₹2.8 L | 80 ₹4.4 L | 70 ₹3.9 L | 50 ₹2.8 L | 255.55 ₹14.2 L | 255.55 ₹14.2 L | 80 ₹4.4 L |
Tender Value
₹52.1 Cr
EMD Value
₹52.1 L
Closing Date
4 Oct 2025, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, BSR Circle, PWD, Bulandshahr
Construction work of Faridabad Greater Noida via Jasana Manjhawali Atta Gujran integrated circuit in District Gautambudhnagar
2025_CEMRT_1077102_1
6560/96M(IV)-BSR CIRCLE/2025-26 DATE 25.08.2025
Open Tender
Civil Works - Roads
365 days
Gautambudhnagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹52.1 L
Bulandshahr
13 Dec 2025
25 Sept 2025
4 Oct 2025
25 Sept 2025
4 Oct 2025
25 Sept 2025
29 Sept 2025
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