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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 LAccepted-Finance | ₹34.7 L | L1 | Accepted-Finance As per financial evaluation report |
| 2 | L2₹36.2 LRejected-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | ₹36.2 L | L2 | Rejected-Finance As per financial evaluation report |
| 3 | L3₹36.4 LRejected-Finance 26 ANIRUDHAWA KUSHINAGAR ANIRUDHAWA KUSHINAGAR UTTAR PRADESH 274403 UDYAM UP 75 0016226 | KUSHI NAGAR | UTTAR PRADESH | 274403 | ₹36.4 L | L3 | Rejected-Finance As per financial evaluation report |
| 4 | L4₹36.8 LRejected-Finance 138 C NEW BERHANA ALLAHABAD U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹36.8 L | L4 | Rejected-Finance As per financial evaluation report |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per technical evaluation report |
| Sl No | Description | Qty | Unit | M/S VINOD KUMAR L4 | M/S DINESH SHUKLA L3 | M/S AASHIRWAD CONSTRUCTION L1 | M/S Raj Construction L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Unslacked Lime | 245.89 | Qtl. | 1,050 ₹2.7 L | 1,150 ₹3.0 L | 950 ₹2.5 L | 1,100 ₹2.8 L |
| 2.00 | Coarse sand | 38.8 | cum | 3,500 ₹1.4 L | 3,700 ₹1.5 L | 3,850 ₹1.6 L | 3,600 ₹1.5 L |
| 3.00 | Machine crush Surkhi | 38.8 | cum | 3,650 ₹1.5 L | 3,800 ₹1.5 L | 3,900 ₹1.6 L | 3,800 ₹1.5 L |
| 4.00 | Molasis | 163.38 | kg | 50 ₹8,577.45 | 80 ₹13,723.92 | 80 ₹13,723.92 | 60 ₹10,292.94 |
| 5.00 | Dry Gum | 163.38 | kg | 180 ₹30,878.82 | 200 ₹34,309.80 | 185 ₹31,736.57 | 175 ₹30,021.08 |
| 6.00 | Belgiri | 163.38 | kg | 75 ₹12,866.18 | 100 ₹17,154.90 | 90 ₹15,439.41 | 80 ₹13,723.92 |
| 7.00 | Brick aggregate in size 10 to 20 mm | 7.25 | cum | 2,800 ₹21,315 | 3,000 ₹22,837.50 | 2,750 ₹20,934.38 | 2,875 ₹21,885.94 |
| 8.00 | Special size brick ( 20-23 x 15-17 x 4 cm) Average | 1,06,866 | each | 26 ₹29.2 L | 25 ₹28.1 L | 24 ₹26.9 L | 25 ₹28.1 L |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults up to 6 m span. | 42.5 | sqm | 1,800 ₹90,270 | 1,800 ₹90,270 | 1,770 ₹88,765.50 | 2,000 ₹1.0 L |
| 10.00 | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil. | 37.5 | sqm | 20 ₹885 | 50 ₹2,212.50 | 60 ₹2,655 | 30 ₹1,327.50 |
Tender Value
₹34.1 L
EMD Value
₹85,260
Closing Date
29 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
2026_ASI_893251_1
7/81/MCEW/24-25-Cons
Open Tender
Job Works
180 days
Hetampur fort at Hetampur, distt. Chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹85,260
Yes
Sarnath, Varanasi
26 Mar 2026
9 Jan 2026
30 Jan 2026
9 Jan 2026
29 Jan 2026
9 Jan 2026
9 Jan 2026 - 19 Jan 2026
19 Jan 2026
Unslacked Lime
Coarse sand
Machine crush Surkhi
Molasis
Dry Gum
Belgiri
Brick aggregate in size 10 to 20 mm
Special size brick ( 20-23 x 15-17 x 4 cm) Average
Centering and shuttering including strutting, propping etc. and removal of form for Arches, domes, vaults up to 6 m span.
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil.
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
Provision for providing making platform and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner with 40mm dia M.S. tube, placed 1.5 meter center to center, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
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