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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Finance 37 205 A 2 A 1 BUNDHU KATRA GWALIOR ROAD AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | -9.90% | ₹4.8 L | L1 | Admitted-Finance |
Tender Value
₹5.3 L
EMD Value
₹10,555
Closing Date
6 Jul 2026, 6:00 pmClosed
EE PHED City Div. I (S) Jaipur
EE PHED City Div. I (S) Jaipur
Work for Replacement and shifting of old and damaged 300 mm Cast Iron (CI) rising pipeline from Sector-3 Clear Water Reservoir (CWR) to Sector-3 Service Reservoir (SR), Jawahar Nagar, under city Sub. Division-I (South), Jawahar Nagar Jaipur.
2026_PHCJA_571797_1
NIT-06/2026-27
Open Tender
Repair and Maintenance Works
Percentage
30 days
EE PHED City Div. I (S) Jaipur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE PHED City Div. I (S) Jaipur DDO Code 16917
₹10,555
Yes
17 Jul 2026
29 Jun 2026
7 Jul 2026
29 Jun 2026
6 Jul 2026
29 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 | 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
Rate is exclusive of GST. | - | Cum | 169.49 | - |
| 2 | Dismantling of cement concrete pavement for pipe 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.
Rate is exclusive of GST. | - | Cum | 641.53 | - |
| 3 | 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 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.
Rates are exclusive of GST. | - | - | - | - |
| 4 | 300 mm | - | RMT | 3,577.12 | - |
| 5 | 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. | - | - | - | - |
| 6 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 | - | - | - | - |
| 7 | 300 mm dia | - | Each | 52,650.85 | - |
| 8 | Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical Specifications and as per direction of Engineer.
Note : E/w to be measured and paid separately.
Rates are exclusive of GST. | - | - | - | - |
| 9 | Plain ended CI specials including tail piece, spigot end and socket end. | - | - | - | - |
| 10 | Up to 300 mm dia | - | Kg. | 94.07 | - |
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