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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-Finance 138 C NEW BERHANA ALLAHABAD U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹44.0 L | L1 | Accepted-Finance As per financial evaluation report |
| 2 | L2₹46.9 LRejected-Finance | ₹46.9 L | L2 | Rejected-Finance As per financial evaluation report |
| 3 | L3₹48.3 LRejected-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | ₹48.3 L | L3 | Rejected-Finance As per financial evaluation report |
| 4 | L4₹50.9 LRejected-Finance 26 ANIRUDHAWA KUSHINAGAR ANIRUDHAWA KUSHINAGAR UTTAR PRADESH 274403 UDYAM UP 75 0016226 | KUSHI NAGAR | UTTAR PRADESH | 274403 | ₹50.9 L | L4 | Rejected-Finance As per financial evaluation report |
| Sl No | Description | Qty | Unit | M/S VINOD KUMAR L1 | M/S DINESH SHUKLA L4 | M/S Raj Construction L3 | M/S AASHIRWAD CONSTRUCTION L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Unslacked Lime | 199.9 | qtl | 1,066 ₹2.2 L | 1,150 ₹2.4 L | 1,090 ₹2.3 L | 1,080 ₹2.3 L |
| 2.00 | Coarse sand | 31.54 | cum | 3,392 ₹1.1 L | 4,400 ₹1.5 L | 4,200 ₹1.4 L | 4,100 ₹1.4 L |
| 3.00 | Machine crush Surkhi | 31.54 | cum | 3,392 ₹1.1 L | 4,400 ₹1.5 L | 4,200 ₹1.4 L | 4,100 ₹1.4 L |
| 4.00 | Molasis | 132.83 | kg | 68 ₹9,484.06 | 76 ₹10,599.83 | 73 ₹10,181.42 | 71 ₹9,902.48 |
| 5.00 | Dry Gum | 132.83 | kg | 194 ₹27,057.47 | 210 ₹29,289.02 | 208 ₹29,010.07 | 205 ₹28,591.66 |
| 6.00 | Belgiri | 132.83 | kg | 97 ₹13,528.74 | 106 ₹14,783.98 | 104 ₹14,505.04 | 101 ₹14,086.62 |
| 7.00 | Brick ballast. ( 20 mm ) | 13.55 | cum | 2,423 ₹34,473.23 | 2,700 ₹38,414.25 | 2,500 ₹35,568.75 | 2,450 ₹34,857.38 |
| 8.00 | Ashlar stone | 199.46 | cum | 9,690 ₹20.3 L | 11,100 ₹23.2 L | 10,500 ₹22.0 L | 10,200 ₹21.4 L |
| 9.00 | RR Stone | 180.63 | cum | 4,488 ₹9.1 L | 5,300 ₹10.7 L | 5,000 ₹10.1 L | 4,900 ₹9.9 L |
| 10.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge : All kinds of soil | 54.76 | cum | 165 ₹10,661.77 | 200 ₹12,923.36 | 180 ₹11,631.02 | 170 ₹10,984.86 |
Tender Value
₹43.4 L
EMD Value
₹1.1 L
Closing Date
2 Jan 2026, 10:00 amClosed
Superintending Archaeologist
Office of the Superintending Archaeologist, Archaeological Survey of India, Sarnath Circle, Sarnath, Varanasi-221007 Uttar Pradesh
As per tender document
2025_ASI_889759_1
7/93/MCEW/25-26-Cons
Open Tender
Job Works
180 days
Ancient fortress at Kaushambi
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.1 L
Yes
Office of Superintending Archaeologist, Sarnath
26 Mar 2026
13 Dec 2025
5 Jan 2026
13 Dec 2025
2 Jan 2026
13 Dec 2025
13 Dec 2025 - 23 Dec 2025
23 Dec 2025
Unslacked Lime
Coarse sand
Machine crush Surkhi
Molasis
Dry Gum
Belgiri
Brick ballast. ( 20 mm )
Ashlar stone
RR Stone
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge : All kinds of soil
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge
Provision for demarcation of site with fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 mtr.(minimum), between the two posts fitted and fixed with G.l. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post( cost of R.C..C. posts, struts, earth work and concrete to be paid for separately):- payment to be made per meter cost of total length of barbed wire used. (a) R.C.C. standard post/ struts/rails/pales of mix 1:1:5:3(1 cement: 1.5 coarse sand: 3 grades stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately)
Supplying and stretching G.l. barbed wire for fencing including materials & labour etc
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level (a) 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)
Provision for fitting and fixing signage in steel pipe with MS sheet in size 4'X3' including supply of all materials t&p complete.
Provision for up gradation of C.N.B in chunar sand stone as per design and drawing size (1. C.N.B board .75m x 1.35m x 0.06m 2. C.N.B bord pillar .21m x .21m x 1.40m ) and text .approved from circle office including engraving the text on stone inking and installation& fixing on ground working site Supply of all labour and materials etc
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