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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.1 LAdmitted-Finance | -7.00% | ₹10.1 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹10.9 L
EMD Value
₹21,810
Closing Date
25 May 2026, 6:00 pmClosed
EE PHED City Div. I (S) Jaipur
EE PHED City Div. I (S) Jaipur
Work for Construction of 200 mm diameter Tube well, including Supply and Installation of Energy Efficient 5-Star Rating Submersible Pump Set (ISI Mark) and Commissioning of Tube Well and miscellaneous works at ESTI campus under the Jurisdiction of
2026_PHCJA_558772_1
NIT-03/2026-27
Open Tender
Repair and Maintenance Works
Percentage
15 days
EE PHED City Div. I (S) Jaipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PHED City Div. I (S) Jaipur DDO Code 16917
₹21,810
Yes
3 Jun 2026
13 May 2026
26 May 2026
13 May 2026
25 May 2026
13 May 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 level and upto 100 mtr. Depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. By percussion/ rotary drilling method as per IS: 2800 (part 1;1991 & IS: 2800 Part 2;1979) as amended up to date and technical specification, with gravel as per IS;4097-1967 and its packing as per IS;2800 (part1&ll)1979 as amended upto date( the work included the cost of gravel& its prlmary packing and pcking during development. The work will include cost of lowering of housing& strainer assembly pipes, with supply and wrapping of coir rope, wherever necessary for arresting fine sand particles and development of tube well as per IS specification using suitable Air Compressor but will not include cost of casing & strainer pipe. Work will be completed after obtaining sand free water. | - | - | - | - |
| 2 | Nominal Bore 200 mm Dia | - | Mtr | 1,523 | - |
| 3 | Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depth in all type 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 specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. | - | - | - | - |
| 4 | Nominal Bore 200 mm Dia | - | Mtr | 1,263 | - |
| 5 | Add 15% extra on above item for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. | - | Mtr | - | - |
| 6 | Supplying & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-I) 1991 with latest amendment. | - | Cum | 4,109 | - |
| 7 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of grade Fe 410 of following sizes :-200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | - | Mtr | 2,734 | - |
| 8 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. | - | - | - | - |
| 9 | 200 mm dia nominal bore | - | Mtr | 317 | - |
| 10 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5 mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawillg enclosed). A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall tie provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. | - | - | - | - |
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