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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹89,678.96Admitted-Finance | -18.01% | ₹89,678.96 | L1 | Admitted-Finance |
| 2 | L2₹90,182.10+₹503.14 (0.56%)Admitted-Finance | -17.55% | ₹90,182.10+₹503.14 (0.56%) | L2 | Admitted-Finance |
| 3 | L3₹90,794.62+₹1,115.66 (1.24%)Admitted-Finance | -16.99% | ₹90,794.62+₹1,115.66 (1.24%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Tender Value
₹75 L
EMD Value
₹1.5 L
Closing Date
17 Jun 2026, 6:00 pmClosed
EE PHED DIVISION BUNDI
EE PHED DIVISION BUNDI
Annual Rate Contract for the Work of Drilling of 150 mm dia Tube Well in various villages/towns under jurisdiction of Division Bundi in District BUNDI With Material Complete
2026_PHCJA_564311_1
NIT 11 (2026-27) EE PHED BUNDI
Open Tender
Miscellaneous Works
Percentage
365 days
EE PHED DIVISION BUNDI
Please refer Tender Documents
2 documents required · 2 mandatory
₹1,000
EE PHED DIVISION BUNDI
₹1.5 L
Yes
6 Jul 2026
2 Jun 2026
18 Jun 2026
2 Jun 2026
17 Jun 2026
2 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 level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes 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 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. | - | - | - | - |
| 2 | Nominal bore 150 mm dia. | 1 | Mtr | 842.37 | ₹842.37 |
| 3 | Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. | 1 | Mtr | 126.36 | ₹126.36 |
| 4 | 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. | - | - | - | - |
| 5 | Nominal bore 150 mm dia. | 1 | Mtr | 740.68 | ₹740.68 |
| 6 | Add 15% extra on above item (Item No 2.3.1 to 2.3.3) 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. | 1 | Mtr | 111.1 | ₹111.1 |
| 7 | Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. | - | - | - | - |
| 8 | Nominal bore 150 mm dia. | 1 | Mtr | 615.25 | ₹615.25 |
| 9 | Add 15% extra on above item (Item No 2.4.1 to 2.4.2) 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. | 1 | Mtr | 92.29 | ₹92.29 |
| 10 | Construction of tube well from ground level and up to 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by "bailing" method and without gravel packing as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal dia of casing pipe. The work would be completed after obtaining sand free water. | - | - | - | - |
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