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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Finance | -27.10% | ₹4.0 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 L+₹66,234.26 (16.6%)Admitted-Finance 26 2 SHAKTI NAGAR PAOTA C ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | -15.01% | ₹4.7 L+₹66,234.26 (16.6%) | L2 | Admitted-Finance |
| 3 | L2₹4.7 L+₹66,234.26 (16.6%)Admitted-Finance | -15.01% | ₹4.7 L+₹66,234.26 (16.6%) | L2 | Admitted-Finance |
| 4 | L3₹5.1 L+₹1.1 L (27.4%)Admitted-Finance | -7.11% | ₹5.1 L+₹1.1 L (27.4%) | L3 | Admitted-Finance |
| 5 | L4₹6.2 L+₹2.3 L (56.4%)Admitted-Finance JODHPUR | +13.99% | ₹6.2 L+₹2.3 L (56.4%) | L4 | Admitted-Finance |
Tender Value
₹5.5 L
EMD Value
₹10,960
Closing Date
27 May 2026, 3:00 pmClosed
EE PHED CD III Jodhpur
EE PHED CD III Jodhpur
SHIFTING OF 350MM DIA PIPELINE AT NAHAR CHAURAHA PAL ROAD UNDER THE JURISDICTION OF CITY SUB-DIVISION NEW POWER HOUSE JODHPUR OF PHED CITY DIVISION III JODHPUR.
2026_PHCJO_560567_1
EE/CDIII/NIT/11/2026-27
Open Tender
Civil Works - Water Works
Percentage
30 days
EE PHED CD III Jodhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PHED CD III Jodhpur
₹10,960
Yes
29 May 2026
19 May 2026
27 May 2026
19 May 2026
27 May 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 |
|---|---|---|---|---|---|
| 1Revised PHED BSR 2023/4.6.1 ,4.6.2 Dismantling of flexible pavement for pipe line 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 be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. | |||||
| 1.01 | Bituminous courses | - | cum | 352.54 | - |
| 1.02 | Granular courses | - | cum | 250.85 | - |
| 2 | Revised PHED BSR 2023/4.1 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 | 169.49 | - |
| 3Revised PHED BSR 2023/1.1.6 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 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.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) 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. | |||||
| 3.01 | 350 mm | - | mtr | 4,355.93 | - |
| 4Revised PHED BSR 2023/1.15.1 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. | |||||
| 4.01 | MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) | - | kg | 106.78 | - |
| 5 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.
Rate is exclusive of GST. | - | cum | 3,964.41 | - |
| 6PHED BSR 2023/6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work. Note 2 : Rates are exclusive of GST. | |||||
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