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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance | -9.99% | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹2.7 LAdmitted-Finance | -7.11% | ₹2.7 L | L2 | Admitted-Finance |
Tender Value
₹70 L
EMD Value
₹1.4 L
Closing Date
29 Apr 2026, 6:00 pmClosed
EXEN PHED DIV KATHUMAR
EXEN PHED DIV KATHUMAR
Work of construction of 200 mm dia tubewells in all strata supply and installation of submersible pump sets and other allied works in sub div Laxmangarh nit no. 05/26-27
2026_PHCJA_550943_1
NIT NO. 05/2026-27
Open Tender
Civil Works - Water Works
EXEN PHED DIV KATHUMAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EXEN PHED DIV KATHUMAR
₹1.4 L
Yes
13 May 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
9 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 12.1Construction 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. | ||||||
| 1.1 | 2.1.2 Nominal bore 200 mm dia. | - | Mtr | - | - | BI01010001010000000000000515BI0100001114 |
| 1.2 | 2.1.4 Add 15% extra on above item 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. | - | Mtr | - | - | BI01010001010000000000000515BI0100001115 |
| 1.3 | 2.1.5 Add 40% extra on above item for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . | - | Mtr | - | - | BI01010001010000000000000515BI0100001116 |
| 22.2 Construction of Tube Well from ground level and up to 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 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. | ||||||
| 2.1 | 2.2.1 Nominal bore 200 mm dia. | - | Mtr | - | - | BI01010001010000000000000515BI0100001118 |
| 2.2 | 2.2.3 Add 15% extra on above item for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . | - | Mtr | - | - | BI01010001010000000000000515BI0100001119 |
| 32.3 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. | ||||||
| 3.1 | 2.3.2 Nominal bore 200 mm dia. | - | Mtr | - | - | BI01010001010000000000000515BI0100001121 |
| 3.2 | 2.3.4 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 | - | - | BI01010001010000000000000515BI0100001122 |
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