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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
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
Construction and commissioning of 125 mm dia hand pum with recharge structure in combination strata in division kathumar annual rate contract basis nit no. 03/26-27
2026_PHCJA_550928_1
NIT NO. 03/2026-27
Open Tender
Civil Works - Water Works
Percentage
EXEN PHED DIV KATHUMAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
EXEN PHED DIV KATHUMAR
₹1.4 L
Yes
30 Apr 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 |
|---|---|---|---|---|---|
| 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 | Nominal bore 125 mm dia. | - | Mtr | - | - |
| 1.2 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of
bore is more than 100 mtr. | - | Mtr | - | - |
| 2Construction 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. | |||||
| 2.1 | Nominal bore 125 mm dia. | - | Mtr | - | - |
| 2.2 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of
bore is more than 100 mtr. | - | Mtr | - | - |
| 3Construction 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. | |||||
| 3.1 | Nominal bore 125 mm dia. | - | Mtr | - | - |
| 4Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. | |||||
| 4.1 | Nominal bore 125 mm dia. | - | Mtr | - | - |
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