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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.4 LAccepted-Finance | ₹47.4 L | L1 | Accepted-Finance As per chart |
| 2 | L2₹49.6 LAccepted-Finance | ₹49.6 L | L2 | Accepted-Finance As per chart |
| 3 | Not Admitted-Fee/PreQual/Technical 02 POST NAYABAS TEHSIL NEEMKATHANA | SIKAR | RAJASTHAN | 331024 | - | - | Not Admitted-Fee/PreQual/Technical Others-Original documents not submitted as per clause 23.1 of ITB in the office of EE PHED Project Division I up to specified date and time. |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Original documents not submitted as per clause 23.1 of ITB in the office of EE PHED Project Division I up to specified date and time. |
Tender Value
₹56.0 L
EMD Value
₹1.1 L
Closing Date
11 Apr 2026, 6:00 pmClosed
EE PHED project div I Jaipur
EE PHED project div I Jaipur
Work of Shifting of 700 mm Bisalpur Water Transfer Pipeline at CBI Phatak for construction of Road Over bridge at LC-214 (CBI/Induni Phatak) from chainage 375 mtr to 575 mtr under deposit work through JDA
2026_PHCJA_549499_1
01/2026-27
Open Tender
Civil Works - Water Works
180 days
near CBI Phatak
as per bid document
3 documents required · 3 mandatory
₹500
Secretary, RREIS
₹1.1 L
Yes
20 Apr 2026
1 Apr 2026
13 Apr 2026
1 Apr 2026
11 Apr 2026
1 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 |
|---|---|---|---|---|---|
| 1 | Laying and Jointing PVC Pipe. Heading | - | - | - | - |
| 2 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating).
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Outer dia of pipe 711 mm and thickness 8.0 mm | 180 | RMT | - | - |
| 3 | Providing and making inner cement mortar lining to M.S. Pipes with mechanical devices in cement mortar 1:1 proportion , including cost of all materials, labour, special sand required, machinery, power generation, all equipments, including carrying out "C" value performance test of pipeline, including field joints at site complete as per technical specification and direction of Engineer in In charge. 9 mm thick for pipes up to 700 mm dia | - | SQM | - | - |
| 4 | Providing and applying Spray applied, 100% Solids (Solvent free) Two Component PU ( Polyurethane) coating as per AWWA C222 Standard on external surface of M.S. Pipe including preparation of pipe outer surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge.
Minimum dry film thickness of coating shall be 1000 micron | - | SQM | - | - |
| 5 | Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. Bituminous courses | - | Cum | - | - |
| 6 | Granular courses | - | Cum | - | - |
| 7 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil | - | Cum | - | - |
| 8 | Add extra for trenches for every additional lift over item no. 4.1 Above 1.5 mtr and upto 3.0 mtr | - | Cum | - | - |
| 9 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in- charge.MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) | - | Kg | - | - |
| 10 | Providing, lowering, aligning, fixing in position and jointing MS
dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. | - | - | - | - |
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