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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.4 LAdmitted-Finance | -10.10% | ₹23.4 L | L1 | Admitted-Finance |
| 2 | L2₹24.1 L+₹77,727.77 (3.33%)Admitted-Finance | -7.11% | ₹24.1 L+₹77,727.77 (3.33%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Contrectar Not eligibil for Tendar |
Tender Value
₹26 L
EMD Value
₹52,000
Closing Date
16 Jun 2026, 2:00 pmClosed
Executive Engineer, PHED, City Dn. Bhilwara
Executive Engineer, PHED, City Dn. Bhilwara
PROVISION FOR REPLACEMENT OF PIPELINE NEAR RAMSNEHI HOSPITAL IN BHILWARA CITY UNDER PHED CITY DIV. BHILWARA
2026_PHCJA_564521_1
07/2026
Open Tender
Civil Works - Water Works
Percentage
30 days
Executive Engineer, PHED, City Dn. Bhilwara
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
Executive Engineer, PHED, City Dn. Bhilwara
₹52,000
Yes
25 Jun 2026
4 Jun 2026
16 Jun 2026
4 Jun 2026
16 Jun 2026
4 Jun 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 | 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 | 350 mm | 320 | RMT | 5,140 | ₹16,44,800 |
| 4 | 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. | - | - | - | - |
| 5 | 150 mm | 80 | RMT | 2,082 | ₹1,66,560 |
| 6 | 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 | 240 | CUM | 200 | ₹48,000 |
| 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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: | - | - | - | - |
| 8 | Ordinary rock | 157 | CUM | 365 | ₹57,305 |
| 9 | 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. | - | - | - | - |
| 10 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 | - | - | - | - |
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