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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 CrAccepted-AOC | ₹27.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹28.1 CrRejected-Finance | ₹28.1 Cr | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Aryan Constrution and Associates L2 | M/S CHAUDHARY ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, gr | 20,500 | Cum | 70 ₹14.3 L | 65 ₹13.3 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. (E/W Carted For 2Km. lead) | 55,000 | Cum | 250 ₹1.4 Cr | 200 ₹1.1 Cr |
| 3.00 | Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desire | 12,450 | Cum | 3,000 ₹3.7 Cr | 2,900 ₹3.6 Cr |
| 4.00 | 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 pave | 15,675 | Cum | 3,400 ₹5.3 Cr | 3,300 ₹5.2 Cr |
| 5.00 | Dismantling Cement concrete and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SI No. 694 | 1,290 | Cum | 350 ₹4.5 L | 340 ₹4.4 L |
| 6.00 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-30)over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed | 4,180 | Cum | 7,500 ₹3.1 Cr | 7,500 ₹3.1 Cr |
| 7.00 | Providing and applying primer coat with bitumen emulsion (SS) 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. | 93,500 | Sqm | 35 ₹32.7 L | 35 ₹32.7 L |
| 8.00 | 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 | 1,87,000 | Sqm | 11 ₹20.6 L | 11 ₹20.6 L |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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 | 5,610 | Cum | 9,300 ₹5.2 Cr | 9,500 ₹5.3 Cr |
| 10.00 | 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, | 3,740 | cum | 10,600 ₹4.0 Cr | 11,000 ₹4.1 Cr |
Tender Value
₹28 Cr
EMD Value
₹42 L
Closing Date
15 Dec 2025, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Widening and strengthening work from Km 1 to 21 of Gangoh Khanpur Dhalpada Kamheda Salarpura Kallarhedi Sanauli Bishanpur Bisalheda road in Saharanpur district.
2025_CEMRT_1097424_2
7422/104M-S/2025 Date 06-11-2025
Open Tender
Civil Works
365 days
saharanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹42 L
saharanpur
1 Jan 2026
8 Dec 2025
15 Dec 2025
8 Dec 2025
15 Dec 2025
8 Dec 2025
12 Dec 2025
Amount
Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, gr
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 2Km. lead)
Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desire
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 pave
Dismantling Cement concrete and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SI No. 694
Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-30)over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed
Providing and applying primer coat with bitumen emulsion (SS) 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.
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
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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
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,
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.
R.R. Stone massonary work in cement & coarse sand mortar in 1:3 in substructure including supply of all material labour T&P etc. complete for proper completion of work (12.6 & 1405.3)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M15
Supply and laying Fine sand as filter media including cost all material, labour, T&P etc. S.I. No. Ch-1(7-b)
Providing and laying PVC pipe 110mm. Dia 1.0m C/c horizontal and vertical for weep hole. S.I. No. 30(A)I
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.( Grade M20)
Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
Providing and laying Hume Pipe in 1000 mm dia.
Providing and laying Hume Pipe in 600 mm dia.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Providing & fixing of Km Stone labour T&P and all necessary requrment for completion of work as per direction of E/I.
Providing & fixing of H.M Stone labour T&P and all necessary requrment for completion of work as per direction of E/I.
Supply, fixing Sine Board.
Aryan Constrution and Associates (BID ID -5744631)
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