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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6,675.20Admitted-Finance UNCHAHAR UNCHAHAR RAEBARELI UTTAR PRADESH 229404 UDYAM UP 62 0001589 | RAE BARELI | UTTAR PRADESH | 229404 | -30.00% | ₹6,675.20 | L1 | Admitted-Finance |
| 2 | L2₹9,536Admitted-Finance 106 GREEN AVANUE NAGAR AJMER ROAD GAJSINGHPURA JAIPUR RAJASTHAN 302021 | JAIPUR | RAJASTHAN | 302021 | +0.00% | ₹9,536 | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
1 Jun 2026, 6:00 pmClosed
EXECUTIVE ENGINEER, PHED, DISTT RURAL DN IST JAIPU
EXECUTIVE ENGINEER, PHED, DISTT RURAL DN IST JAIPUR
Work of old develop Handpump Platform Repairing with Deepening at various Location under Jurisdiction of Sub Division Kotkhawada
2026_PHCJA_560487_1
NIT No.- 27/2026-27
Open Tender
Civil Works - Water Works
Percentage
365 days
As Per tender
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE ENGINEER, PHED, DISTT RURAL DN IST
₹1 L
Yes
27 Jul 2026
19 May 2026
2 Jun 2026
19 May 2026
1 Jun 2026
19 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 |
|---|---|---|---|---|---|
| 1Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix | |||||
| 1.01 | M15 grade Nominal Mix 1:2:4 (1 cement: 2coar sesand :4 grade dstone aggregate 20 mm nominal size). | 1 | cum | 4,624 | ₹4,624 |
| 2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. | |||||
| 2.01 | 1:3:6 orricher mix. | 1 | cum | 637 | ₹637 |
| 3Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork forupto floor five level for : | |||||
| 3.01 | Walls (any thickness) including attached pilasters, buttresses plinth and stringcourse. | 1 | Sqm | 289 | ₹289 |
| 4 | Construction of 185cm. dia platform as per approved design and drawing Of UNICEF | 1 | Each | 3,324 | ₹3,324 |
| 5Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system and overburden to accommodate casing pipe of following sizes in all types of soils and 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 upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. | |||||
| 5.01 | Nominal bore 125mm dia. | 1 | Mtr | 512 | ₹512 |
| 6Providing and fixing of flanged/ plain ended MS Specials made from MSsheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/depthsin trenches complete including al ltaxes, material, labour,insidelining, outside coating, testing and commissioning along with pipe line as per technical specification sand direction of Engineer-in-charge. | |||||
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