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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC PLOT NO 91 ELLORA ENCLAVE DAYALBAGH AGRA | AGRA | UTTAR PRADESH | 282001 | ₹4.6 Cr | L1 | Accepted-AOC Preparation Bond for Rs. 45586875.00 Only |
| 2 | L2₹4.7 Cr+₹15.2 L (3.33%)Rejected-Finance GARHI NAGAR SAHI AGRA | AGRA | UTTAR PRADESH | 282001 | ₹4.7 Cr+₹15.2 L (3.33%) | L2 | Rejected-Finance Rejected due to higher Rates |
| 3 | L3₹5.0 Cr+₹42.6 L (9.34%)Rejected-Finance 33 73 LATAKUNJ AJMER ROAD BALUGANJ AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | ₹5.0 Cr+₹42.6 L (9.34%) | L3 | Rejected-Finance Rejected due to higher Rates |
| Sl No | Description | Qty | Unit | M/S SHREE RAM CONSTRUCTION L3 | M/S KAKA CONS L2 | SJI INFRABUILD PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 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. | 6,480 | Cum | 35 ₹2,26,800 | 40 ₹2,59,200 | 10 ₹64,800 Lowest |
| 2.00 | Construction of embankment with approved material deposite site from roadway cutting and excavation from drain & foundation of other structures grade and compected to meet requirement of table 300-2 | 6,480 | Cum | 30 ₹1,94,400 Lowest | 42 ₹2,72,160 | 40 ₹2,59,200 |
| 3.00 | 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. | 6,735 | Cum | 30 ₹2,02,050 Lowest | 70 ₹4,71,450 | 40 ₹2,69,400 |
| 4.00 | Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3 By Mechanical Means using Hydraulic excavator | 5,800 | Cum | 10 ₹58,000 | 2 ₹11,600 Lowest | 2 ₹11,600 Lowest |
| 5.00 | 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. | 3,290 | Cum | 2,100 ₹69,09,000 | 1,600 ₹52,64,000 Lowest | 1,700 ₹55,93,000 |
| 6.00 | 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. | 2,930 | Cum | 2,400 ₹70,32,000 | 1,800 ₹52,74,000 Lowest | 1,800 ₹52,74,000 Lowest |
| 7.00 | 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 kg/sqm using mechanical means. | 7,735 | Sqm | 30 ₹2,32,050 | 21 ₹1,62,435 | 6 ₹46,410 Lowest |
| 8.00 | 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 For BC | 16,575 | Sqm | 11 ₹1,82,325 | 10 ₹1,65,750 | 6 ₹99,450 Lowest |
| 9.00 | Providing and laying Dense Graded Bituminous Macadam with 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 @ 4.5% by weight of total mix and fille, 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 507 complete all respects. Grading-II | 1,215 | Cum | 8,000 ₹97,20,000 | 7,500 ₹91,12,500 | 7,450 ₹90,51,750 Lowest |
| 10.00 | Providing and applying tack coat with bitumen VG-10 @ 0.20kg. Per sqm on granular surface treated with primer & cleaned with mechanical broom including cost of bitumen, T&P and labour & all taxes complete For BC | 24,310 | Sqm | 10 ₹2,43,100 | 10 ₹2,43,100 | 6 ₹1,45,860 Lowest |
Tender Value
₹6.6 Cr
EMD Value
₹13.2 L
Closing Date
21 Feb 2026, 12:00 pmClosed
Superintending Engineer
Office Of The Superintending Engineer Agra Circle 198 Takkar Road Pwd Agra
Widening and strengthening work of Shamshabad Nayabos Chandipur Nihawa Iradatnagar road from Km-1 to 6 in Agra District
2026_CEAGR_1116147_1
530/14M-AC/2026 dated 11-02-2026
Open Tender
Civil Works
Item Wise
365 days
Agra
Widening and strengthening work
2 documents required · 2 mandatory
₹2,354
₹13.2 L
Agra
4 Apr 2026
14 Feb 2026
21 Feb 2026
16 Feb 2026
21 Feb 2026
16 Feb 2026
18 Feb 2026
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