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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹70.2 LAccepted-AOC | ₹70.2 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹71.2 LRejected-Finance | ₹71.2 L | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹74.6 LRejected-Finance VILU TULSIPUR POST MOTIGANJ GONDA | GONDA | UTTAR PRADESH | 271001 | ₹74.6 L | L-3 | Rejected-Finance L-3 |
| Sl No | Description | Qty | Unit | M/S ANIL KUMAR SINGH CONSTRUCTION AND GENERAL ORDER SUPPLIERS L3 | SHASHANK SINGH L1 | VINAY PRAKASH SHUKLA L2 |
|---|---|---|---|---|---|---|
| 1.00Bed Lining work | ||||||
| 1.01 | Earth work in excavation of foundation including cost digging & refilling the trenches with its proper disposal. | 648 | M3 | 129.7 ₹84,045.60 | 60 ₹38,880 | 80 ₹51,840 |
| 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 | 250 ₹2.0 L | 100 ₹80,500 | 120 ₹96,600 |
| 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 | 750 ₹1.1 L | 600 ₹85,050 | 600 ₹85,050 |
| 1.04 | Laying C.C. M-10 below foundation including cost of all lead lift material, labour T&P etc. | 11.88 | M3 | 11,507.64 ₹1.4 L | 11,400 ₹1.4 L | 11,400 ₹1.4 L |
| 1.05 | S/L LDPE 200 Micron thick Polythene below CC lining | 1,890 | M2 | 40 ₹75,600 | 20 ₹37,800 | 20 ₹37,800 |
| 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 | 12,351.24 ₹37.3 L | 12,351 ₹37.3 L | 12,351 ₹37.3 L |
| 1.07 | Centering & shuttering including cost of all complete. | 329.25 | M2 | 1,020 ₹3.4 L | 1,000 ₹3.3 L | 1,000 ₹3.3 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 | 12,160.66 ₹6.5 L | 12,000 ₹6.4 L | 12,000 ₹6.4 L |
| 1.09 | S/L of Local sand Below Lining as filter media | 189 | M3 | 1,078.75 ₹2.0 L | 1,000 ₹1.9 L | 1,000 ₹1.9 L |
Tender Value
₹74.6 L
EMD Value
₹1.5 L
Closing Date
26 Feb 2026, 1:00 pmClosed
SUPERINTENDING ENGINEER
RAPTI NAHAR NIRMAN MANDAL 1 BALRAMPUR
As per tender notice
2025_UPIDC_1099616_3
07/SE/2025-26
Open Tender
Civil Works
90 days
Balrampur
As per tender notice
2 documents required · 2 mandatory
₹2,354
₹1.5 L
Yes
11 Mar 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
Bed Lining work
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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