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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance | ₹10.0 L | L1 | Accepted-Finance rate approved |
| 2 | L2₹10.1 LRejected-Finance | ₹10.1 L | L2 | Rejected-Finance higher rate not approved |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
15 Jun 2026, 1:00 pmClosed
ADMINISTRATOR
GP BANA
CONSTRUCTION OF TUBEWELL NEAR WATER TANK VILLAGE BANA
2026_PRD_566803_1
OPEN BID 01/2026-27 REF NO. 22 DATED 03-06-2026 GP BANA
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Percentage
180 days
BANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
SARPANCH GRAM PANCHAYAT BANA
₹20,000
Yes
27 Jun 2026
11 Jun 2026
15 Jun 2026
11 Jun 2026
15 Jun 2026
11 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of tube-well from ground levels and upto 100 Meter depth to accommodate housing and assembly pipe in all types of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1:1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. Nominal bore 250 mm dia | 240 | Mtr. | - | - |
| 2 | Construcion of tube well after completion of drilling by rotary/percussion method & up to 100 mtr. depth in all types of rocks by DTH system as per IS:2800 Part 1 : 1991 and IS:2800 Part II : 1979 (both amended up to date) and technical specification. The work shall be deemed completed only after obtaining sand free water. The bore well sould have a throughout nominal size bore beyond casing pipe. Nominal Bore 200 MM dia | 100 | Mtr. | - | - |
| 3 | Supply of ERW M.S. black casing pipe ISI Marked (IS 4270/1992) of grade Fe 410 of followiing sized at site of work 250 mm dia nominal bore 5.4 mm thick (As per PWD BSR 5.3) | 240 | Mtr. | - | - |
| 4 | Development of Tube well having depth up to 250 mtr. as per IS : 11189-1985 and IS:2800 (Part-1) 1991 (both amended up to date) using suitable methods to give sand free water for required yeild of the gravel packed tube well. | 14 | Hrs. | - | - |
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1.pdf
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