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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.6 LAdmitted-Finance 116 1060 NAMAK FACTORY CHOURAHA GANESH NAGAR RAWTAPUR KANPUR NAGAR | L1 | Admitted-Finance | |
| 2 | L2₹69.6 L+₹198.75 (<0.01%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹70.0 L+₹45,562.50 (0.65%)Admitted-Finance 67 A | LALITPUR | UTTAR PRADESH | 284122 | L3 | Admitted-Finance | |
| 4 | L4₹70.1 L+₹55,875 (0.80%)Admitted-Finance 138 C NEW BERHANA ALLAHABAD U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | L4 | Admitted-Finance | |
| 5 | Rejected-Technical 532 K 167 1 MEHNDI TOLA ALIGANJ LUCKNOW LUCKNOW UTTAR PRADESH 226024 | LUCKNOW | UTTAR PRADESH | 226024 | - | Rejected-Technical Technically not qualified as per the conditons laid in the tender documents. |
| Sl No | Description | Qty | Unit | M/S VINOD KUMAR L4 | Vijay Laxmi Infratech L2 | Neeraj Kumar Pandey L3 | UMA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.01 | Provision for surface dressing in hard rock includes boulders for the base of pathway including excavating soil to get the sufficient gradient and slope including transportation, spreading, watering, compaction, etc. as directed by site in charge. | 937.5 | M3 | 1,28,437.5 ₹1,28,437.5 | 1,18,031.25 ₹1,18,031.25 Lowest | 1,26,562.5 ₹1,26,562.5 | 1,21,875 ₹1,21,875 |
| 1.02 | Provision for Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift | 112.5 | M3 | 45,000 ₹45,000 | 42,727.5 ₹42,727.5 Lowest | 44,437.5 ₹44,437.5 | 43,312.5 ₹43,312.5 |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 75 | M3 | 5,68,875 ₹5,68,875 | 5,67,427.5 ₹5,67,427.5 | 5,68,500 ₹5,68,500 | 5,66,250 ₹5,66,250 Lowest |
| 1.04 | Providing and fixing basalt stones 150mm over cement mortar over cushion of cement mortar of particular shape and size as per existing pattern complete in quartzite/genesis trap stone of size 0.30X0.45cm with four edges chambering, cutting straight and top surface roughly dressed and fixed in cement mortar 1:4 and observing slopes to drain out water with all lead and lift etc. complete. | 750 | M3 | 62,70,000 ₹62,70,000 | 62,28,450 ₹62,28,450 | 62,62,500 ₹62,62,500 | 62,25,000 ₹62,25,000 Lowest |
Tender Value
₹69.6 L
EMD Value
₹1.7 L
Closing Date
29 Jan 2026, 3:00 pmClosed
Superintending Archaeologist
Superintending Archaeologist, Archaeological Survey of India, Puratattva Bhawan, 2nd floor, Old Bungalow No. 11, Seminary Hills, Nagpur (MH) - 440006
UPoHA to construction of approach pathway from Machhli gate to Delhi gate to Gawilgarh Fort, Chikhaldara, Dist. Amravati
2026_ASI_894672_1
04/11/04/2025/W
Open Tender
Civil Works
Works
120 days
Gawilgarh Fort at Chikhaldara
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.7 L
Yes
2 Feb 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
Provision for surface dressing in hard rock includes boulders for the base of pathway including excavating soil to get the sufficient gradient and slope including transportation, spreading, watering, compaction, etc. as directed by site in charge.
Provision for Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and fixing basalt stones 150mm over cement mortar over cushion of cement mortar of particular shape and size as per existing pattern complete in quartzite/genesis trap stone of size 0.30X0.45cm with four edges chambering, cutting straight and top surface roughly dressed and fixed in cement mortar 1:4 and observing slopes to drain out water with all lead and lift etc. complete.
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