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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | -15.71% | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical VILLAGE KOSANA TEHSIL PIPAR CITY DISTRICT JODHPUR PINCODE 342601 RAJASTHAN | JODHPUR | JODHPUR | RAJASTHAN | 342601 | - | - | - | Rejected-Technical Non-Responsive |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
18 May 2026, 6:00 pmClosed
SUPERINTENDING ENGINEER PHED CITY CIRCLE JODHPUR
SUPERINTENDING ENGINEER PHED CITY CIRCLE JODHPUR
WORK OF REPLACEMENT OF LEFT-OUT AC RISING MAIN PIPELINE AND OTHER ALLIED WORKS OF RIICO INDUSTRIAL AREA BORANADA OF DISTRICT JODHPUR (DEPOSIT WORK)
2026_PHCJO_554635_1
SE NIT 01 / 2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
JODHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
EXECUTIVE ENGINEER PHED CITY DN III JODHPUR
₹7.0 L
Yes
14 Jul 2026
28 Apr 2026
19 May 2026
28 Apr 2026
18 May 2026
28 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 |
|---|---|---|---|---|---|
| 1Pipeline Work Under CSD Pal Road Juridication | |||||
| 1.01 | PHED REVISED BSR 2023/1.2.5 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 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. | - | - | - | - |
| 1.02 | 300mm DI K-9 | - | mtr | 5,095 | - |
| 2 | PHED REVISED 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 lines, including excavation for socket, and dressing of sides, ramming of bottoms, depth up to 1.5 mtr. including taking out the exacavated soil, and then returning the soil as required in layer not exceeding 20cm in depth including consolidation each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 MTR. including all safety provisions etc ground moulded chamber burnt bricks with including cost and conveyance of all materials and including all labour charges etc complete | - | cum | 200 | - |
| 3 | PHED REVISED BSR 2023/4.5 Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, 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 as per technical specification and scope of work. | - | cum | 757 | - |
| 4PHED REVISED BSR 2023/4.8.1 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, 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 | |||||
| 4.01 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | - | cum | 6,162 | - |
| 5PHED REVISED BSR 2023/6.8.1.7 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: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||||
| 5.01 | 300 mm dia | - | Each | 62,128 | - |
| 6PHED REVISED BSR 2023/6.11.1.7 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc 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, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal 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 including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||||
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