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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 CrAccepted-AOC 64 SHANKAR MARRIAGE HOME WEST ARJUN NAGAR AGRA | AGRA | AGRA | UTTAR PRADESH | ₹15.3 Cr | L1 | Accepted-AOC Preparation Bond for Rs. 153496524.68 Only |
| 2 | L2₹20.8 CrRejected-Finance 7C GOVIND NAGAR MATHURA | MATHURA | ₹20.8 Cr | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹20.9 CrRejected-Finance | ₹20.9 Cr | L3 | Rejected-Finance Rejected due to higher Rates |
| 4 | L4₹22.2 CrRejected-Finance | ₹22.2 Cr | L4 | Rejected-Finance Rejected due to higher Rates |
| 5 | L5₹23.0 CrRejected-Finance | ₹23.0 Cr | L5 | Rejected-Finance Rejected due to higher Rates |
| Sl No | Description | Qty | Unit | M/S T.S.JAINA CONSTRUCTION L4 | M/s Akash Deep Construction Compnay L2 | SHYAMA CONSTRUCTION L5 | M/S A V CONSTRUCTION L1 | SHREE RAM STONE SUPPLIERS PRIVATE LIMITED L3 | M/S G.G. INFRATECH L6 | RAJEEV KUMAR CONTRACTOR PVT LTD L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 as per MORT&H Specification 301 and S.No-3.3. | 20,000 | Cum | 54 ₹10.8 L | 40 ₹8 L | 45 ₹9 L | 5 ₹1 L | 30 ₹6 L | 40 ₹8 L | 57 ₹11.4 L |
| 2.00 | Construction of embankment with Material Deposit from roadway cutting Construction of embankment with approved material Deposit at site from roadway cutting and excavation from drain & foundation of other structures grade and compected to meet requirement of Table 300-2 as per MORT&H Specification 305 and S.No-3.17 | 20,000 | Cum | 80 ₹16 L | 40 ₹8 L | 50 ₹10 L | 15 ₹3 L | 30 ₹6 L | 50 ₹10 L | 67 ₹13.4 L |
| 3.00 | Construction of embankment 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 MORT&H Specification 305 and S.No-3.16 | 3,000 | Cum | 150 ₹4.5 L | 70 ₹2.1 L | 138 ₹4.1 L | 24 ₹72,000 | 40 ₹1.2 L | 130 ₹3.9 L | 135 ₹4.0 L |
| 4.00 | 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 clauses 401 and S.No-4.2 ( In two Layer) as per direction of engineer in charge. | 10,150 | Cum | 2,500 ₹2.5 Cr | 2,400 ₹2.4 Cr | 3,000 ₹3.0 Cr | 1,500 ₹1.5 Cr | 2,650 ₹2.7 Cr | 2,750 ₹2.8 Cr | 3,000 ₹3.0 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 carries 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges as per clauses 406 and S.No-4.14 | 10,000 | Cum | 2,840 ₹2.8 Cr | 2,500 ₹2.5 Cr | 3,200 ₹3.2 Cr | 1,500 ₹1.5 Cr | 2,700 ₹2.7 Cr | 3,100 ₹3.1 Cr | 3,200 ₹3.2 Cr |
| 6.00 | Providing and applying primer coat with SS-1 grade bitumen emulsion 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 clauses 502 and S.No-5.1 | 63,000 | Sqm | 34 ₹21.4 L | 15 ₹9.4 L | 36 ₹22.7 L | 5 ₹3.1 L | 18 ₹11.3 L | 35 ₹22.1 L | 37 ₹23.3 L |
| 7.00 | Providing and applying tack coat with bitumen VG-10 @ 0.25kg. Per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete as per clauses 503 and S.No-5.2 | 69,000 | Sqm | 12 ₹8.3 L | 8 ₹5.5 L | 12 ₹8.3 L | 4 ₹2.8 L | 7 ₹4.8 L | 12 ₹8.3 L | 12.5 ₹8.6 L |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (Grade-I) as per clauses 505 A and S.No-5.4 | 5,310 | Cum | 8,600 ₹4.6 Cr | 8,700 ₹4.6 Cr | 8,800 ₹4.7 Cr | 6,500 ₹3.5 Cr | 8,450 ₹4.5 Cr | 8,800 ₹4.7 Cr | 8,800 ₹4.7 Cr |
| 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 VG-40 @ 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (Grade-II) as per clauses 505 B and S.No-5.5 | 5,500 | Cum | 9,200 ₹5.1 Cr | 9,000 ₹5.0 Cr | 9,300 ₹5.1 Cr | 7,150 ₹3.9 Cr | 8,650 ₹4.8 Cr | 9,200 ₹5.1 Cr | 9,300 ₹5.1 Cr |
| 10.00 | Providing and applying tack coat with bitumen VG-10 @ 0.20 Kg per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete as per clauses 503 and S.No-5.2 | 1,35,000 | Sqm | 11.54 ₹15.6 L | 8 ₹10.8 L | 10 ₹13.5 L | 4 ₹5.4 L | 7 ₹9.4 L | 11 ₹14.8 L | 10 ₹13.5 L |
Tender Value
₹23.5 Cr
EMD Value
₹30 L
Closing Date
7 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
Widening and strengthening work of Firozabad Fatehabad Saiya Kheragarh Kirawali Road(SH-143)from Km-10 to 15 and Km-38 to 46(865)with paved shoulders on both sides from7.00 meters(length13.665Km)under Fatehabad Assembly Constituency of Agra District
2026_CEAGR_1120611_1
1164/14M-AC/2026 dated 25-02-2026
Open Tender
Civil Works
365 days
Agra
Widening and strengthening work
2 documents required · 2 mandatory
₹2,354
₹30 L
Agra
2 Apr 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
28 Feb 2026
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 as per MORT&H Specification 301 and S.No-3.3.
Construction of embankment with Material Deposit from roadway cutting Construction of embankment with approved material Deposit at site from roadway cutting and excavation from drain & foundation of other structures grade and compected to meet requirement of Table 300-2 as per MORT&H Specification 305 and S.No-3.17
Construction of embankment 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 MORT&H Specification 305 and S.No-3.16
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 clauses 401 and S.No-4.2 ( In two Layer) as per direction of engineer in charge.
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 carries 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges as per clauses 406 and S.No-4.14
Providing and applying primer coat with SS-1 grade bitumen emulsion 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 clauses 502 and S.No-5.1
Providing and applying tack coat with bitumen VG-10 @ 0.25kg. Per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete as per clauses 503 and S.No-5.2
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (Grade-I) as per clauses 505 A and S.No-5.4
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (Grade-II) as per clauses 505 B and S.No-5.5
Providing and applying tack coat with bitumen VG-10 @ 0.20 Kg per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete as per clauses 503 and S.No-5.2
Providing and laying Bituminous Concrete with higher capacity 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 5.4 % of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. Grading-II as per clauses 507 B and S.No-5.5
Construction of sub-grade and earthen shoulders with approved material obtained from ROW with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted earth) as per clauses 505 and S.No-3.18
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.SOR Ch- 6 SI No- 12.1.
Supply & Laying of 350mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.
Supply & Laying of 600mm dia NP-3 HP and their cartage etc including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.
Providing of 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.s including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.SOR Ch- 6 (12.04)
Brick work with commomn burnt clay F.P.S. 9non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortor 1:4 (1 cement : 4 coarse sand as per DSR 6.1.1
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing.SOR Ch- 6 SI No-19
Providing plain Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. Clause 1500, 1700 & 2100 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges SOR Ch-6 SI No-6.
Reinforced Cement Concrete (M-20) in open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1600 & 1700 including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. SOR Ch- 6 SI No-8.
Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete and technical specifications including cost of all materials from approved quarry, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges and as per approved drawing. DSR No- 5.22.6
Part-B Maintainance Charge including @ All Items as per Direction of E/I for the period of Five Years from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment.
Part-B Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 21)
Part-B Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 21)
Part-B Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 21)
Part-B Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 21)
Part-B Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 21)
Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done.
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