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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹55.1 LAccepted-Finance | ₹55.1 L | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹69.0 LRejected-Finance | ₹69.0 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹70.0 LRejected-Finance | ₹70.0 L | L-3 | Rejected-Finance L-3 |
| 4 | Not Admitted-Fee/PreQual/Technical MOHALLA SARASWATI NAGAR DISTRICT BAHRAICH | BAHRAICH | UTTAR PRADESH | 271801 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHASHANK SINGH L3 | M/S SHREE ANSH CONSTRUCTION L2 | MAHIPAL PANDEY L1 |
|---|---|---|---|---|---|---|
| 1.00Bed Lining work | ||||||
| 1.01 | Earth work in excavation of foundation including cost digging & refilling the trenches with its proper disposal. | 648 | M3 | 60 ₹38,880 | 70 ₹45,360 | 129.79 ₹84,103.92 |
| 1.02 | Earth work in making coffer dam 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 for all lift, as directed by Engineer-in-charge. | 805 | M3 | 100 ₹80,500 | 55 ₹44,275 | 250 ₹2.0 L |
| 1.03 | Dismentling of R.C.C. (M15) in flooring including stacking of scraped material within 60 m including T&P and labour charges etc. | 141.75 | M3 | 600 ₹85,050 | 75 ₹10,631.25 | 750 ₹1.1 L |
| 1.04 | Laying C.C. M-10 below foundation including cost of all lead lift material, labour T&P etc. | 11.88 | M3 | 11,400 ₹1.4 L | 11,800 ₹1.4 L | 9,000 ₹1.1 L |
| 1.05 | S/L LDPE 200 Micron thick Polythene below CC lining | 1,890 | M2 | 10 ₹18,900 | 16 ₹30,240 | 40 ₹75,600 |
| 1.06 | Laying C.C. 1:1.5:3 (M-20) in Lining with crushed stone grit size 20-40 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc. | 302.22 | M3 | 12,351 ₹37.3 L | 11,800 ₹35.7 L | 8,000 ₹24.2 L |
| 1.07 | Centering & shuttering including cost of all complete. | 329.25 | M2 | 1,000 ₹3.3 L | 650 ₹2.1 L | 800 ₹2.6 L |
| 1.08 | Laying C.C. 1:2:4 (M-15) in Toe wall and below wing wall with crushed stone grit size 20-40 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc. | 53.14 | M3 | 12,000 ₹6.4 L | 11,800 ₹6.3 L | 10,000 ₹5.3 L |
| 1.09 | S/L of Local sand Below Lining as filter media | 189 | M3 | 1,000 ₹1.9 L | 45 ₹8,505 | 1,000 ₹1.9 L |
Tender Value
₹74.6 L
EMD Value
₹1.5 L
Closing Date
20 Jan 2026, 1:00 pmClosed
SUPERINTENDING ENGINEER
Rapti Nahar Nirman Mandal 1 Balrampur
As Per Tender Notice
2025_UPIDC_1099616_2
07/SE/2025-26
Open Tender
Civil Works
90 days
Tulsipur Balrampur
As Per Tender Notice
2 documents required · 2 mandatory
₹2,354
₹1.5 L
Yes
28 Jan 2026
10 Jan 2026
21 Jan 2026
10 Jan 2026
20 Jan 2026
10 Jan 2026
Earth work in excavation of foundation including cost digging & refilling the trenches with its proper disposal.
Earth work in making coffer dam 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 for all lift, as directed by Engineer-in-charge.
Dismentling of R.C.C. (M15) in flooring including stacking of scraped material within 60 m including T&P and labour charges etc.
Laying C.C. M-10 below foundation including cost of all lead lift material, labour T&P etc.
S/L LDPE 200 Micron thick Polythene below CC lining
Laying C.C. 1:1.5:3 (M-20) in Lining with crushed stone grit size 20-40 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc.
Centering & shuttering including cost of all complete.
Laying C.C. 1:2:4 (M-15) in Toe wall and below wing wall with crushed stone grit size 20-40 mm and chopan coarse sand and including cost of all lead lift material, labour T&P etc.
S/L of Local sand Below Lining as filter media
S/L 40-60 Kg boulder for pitching including cost of all lead, lift, material, labour, T&P etc.
Dewatering including cost of all Pumps lead lift material labour T&P etc
Cutting bending and binding of steel bar for reinforcement including cost of lead and lift etc..
Earth work for removing coffer dam 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 for all lift, as directed by Engineer-in-charge.
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