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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.0 CrAccepted-AOC | ₹50.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹51.5 CrRejected-Finance D 172 SAKET MEERUT DISTRICT MEERUT | MEERUT | MEERUT | UTTAR PRADESH | ₹51.5 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹52.0 CrRejected-Finance | ₹52.0 Cr | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Preeti Buildcon Private Limited L2 | Raj Shyama Constructions Pvt. Ltd. L3 | RCC DEVELOPERS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. (E/W Carted For 1Km. lead) | 2,71,000 | Cum | 198.77 ₹5.4 Cr | 200.74 ₹5.4 Cr | 195 ₹5.3 Cr |
| 2.00 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (In widening )Two Coat) | 26,412 | Cum | 2,635.09 ₹7.0 Cr | 2,661.18 ₹7.0 Cr | 2,600 ₹6.9 Cr |
| 3.00 | 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. As per MORTH Specification clause-406 (Two Coat) | 25,642 | Cum | 3,174.73 ₹8.1 Cr | 3,206.17 ₹8.2 Cr | 3,100 ₹7.9 Cr |
| 4.00 | Providing and applying Tack coat with bitumen VG-10 on prepared primed surface including cleaning of road surface and spraying Tack Coat at the rate of 0.25kg/ sqm. using mechanical means. as per MORTH Specification clause-503 | 1,28,214 | Sqm | 10.61 ₹13.6 L | 10.71 ₹13.7 L | 10 ₹12.8 L |
| 5.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam steblized with 3.5% Emulsion & 1.0% Cement 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. | 12,821 | Cum | 7,319.85 ₹9.4 Cr | 7,393 ₹9.5 Cr | 6,700 ₹8.6 Cr |
| 6.00 | Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.50 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. 507 complete in all respects. | 6,410 | Cum | 9,055.26 ₹5.8 Cr | 9,145 ₹5.9 Cr | 8,900 ₹5.7 Cr |
| 7.00 | 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 @ 5.4 to 5.6 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. 509 complete in all respects | 3,846 | Cum | 10,339.37 ₹4.0 Cr | 10,442 ₹4.0 Cr | 10,200 ₹3.9 Cr |
| 8.00 | Earth work in excavation of foundation of structures as per drawing and technical specification and clause 304 of MoRT&H Specification. | 10,115 | Cum | 69.89 ₹7.1 L | 70.58 ₹7.1 L | 70 ₹7.1 L |
| 9.00 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in proportion of 8:4:1 Including cost of all material, labour, T&P, labour cess, royality and all taxes. required for proper completion of the work. As per S.I. No. 281 | 33 | Cum | 4,898.5 ₹1.6 L | 4,947 ₹1.6 L | 4,800 ₹1.6 L |
| 10.00 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in proportion of 4:2:1 Including cost of all material, labour, T&P, labour cess, royality and all taxes. required for proper completion of the work. As per S.I. No. 279(a) | 227 | Cum | 5,807.5 ₹13.2 L | 5,865 ₹13.3 L | 5,700 ₹12.9 L |
Tender Value
₹51 Cr
EMD Value
₹51 L
Closing Date
16 Jan 2026, 2:00 pmClosed
Superintending Engineer
Superintending Engineer, Saharanpur Circle P.W.D.Office, PWD Saharanpur
Work of new construction of two lane road including paved shoulder from Haryana Uttar Pradesh border to Nakud Saharanpur Road in Saharanpur district
2026_CEMRT_1103400_1
8271/104M-S/2025 Date 20-12-2025
Open Tender
Civil Works
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹51 L
se pwd office saharanpur
31 Jan 2026
3 Jan 2026
16 Jan 2026
9 Jan 2026
16 Jan 2026
9 Jan 2026
12 Jan 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: SE, Saharanpur Circle, PWD, Saharanpur
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Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Description Note: 5 Years Maintenance will be done by Contractor. Payment for maintenance will be calculated as per Letter no 3689 सी.-oprmc/ मूल-23-24, दिनांक 17-02-2024 of chief engineer (HQ-1), Letter No. 3665 सी. - कैम्प मु०अमि० (मु०-1) 2023-24, दिनांक 16-02-2024 of Office order of Engineer-in-Chief & Shashanadesh No. 17/2024 सा. -113/23-1-2024-23-1099 113 2023. दिनांक 16-01-2024 calculated from the Completion Date, Which is 5 Yrs. From the date of Actual completion Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs.(including all taxes except GST) Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT (GST shall be paid extra as applicable) Rs. TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words
1 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. (E/W Carted For 1Km. lead) 1 Cum Excess(+) Full Conversion INR 1.01 Supplying, Conveying and fixing spls. Including eart item1 123.223 Nos
8 Earth work in excavation of foundation of structures as per drawing and technical specification and clause 304 of MoRT&H Specification. Cum Excess(+) Full Conversion INR
21 Making balli piling in river stream for providing of a dry working area including , soring G.I. sheets , E.C. bags , earth work, etc as required & directed by the E/I RM Excess(+) Full Conversion INR
41 Supplying & fixing of 100mm dia Drainage Spouts complete as per drawing and Technical specificationwork. 2705 No Excess(+) Full Conversion INR
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