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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.9 LAdmitted-Finance 37 205 A 2 A 1 BUNDHU KATRA GWALIOR ROAD AGRA 282001 | AGRA | UTTAR PRADESH | 282001 | -22.23% | ₹23.9 L | L1 | Admitted-Finance |
| 2 | L2₹30.4 L+₹6.5 L (27.3%)Admitted-Finance | -1.00% | ₹30.4 L+₹6.5 L (27.3%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹30.7 L
EMD Value
₹61,336
Closing Date
6 Aug 2026, 6:00 pmClosed
EE PHED City Div. I (S) Jaipur
EE PHED City Div. I (S) Jaipur
Work for providing, laying and jointing 150mm DI Pipeline from C-Scheme to Pallacia Building on Prithviraj road, under city sub. div. IV (S) and City Division I (S) Jaipur.
2026_PHCJA_578167_1
NIT-09/2026-27
Open Tender
Repair and Maintenance Works
Percentage
365 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
₹61,336
Yes
14 Aug 2026
27 Jul 2026
7 Aug 2026
27 Jul 2026
6 Aug 2026
27 Jul 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 | 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 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 | 352.54 | - |
| 2 | 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 be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. Granular courses | - | Cum | 250.85 | - |
| 3 | 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 | - |
| 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). 150 mm | - | RMT | 1,764.41 | - |
| 5 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). All End Socketed: Up to 300 mm Diameter | - | Kg | 122.88 | - |
| 6 | 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. | - | Cum | 3,964.41 | - |
| 7 | 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. Plain cement concrete pavement of M-30 Grade | - | Cum | 5,505.93 | - |
| 8 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/FG200 Stem AISI-410, Body Seat ring, Wedge facing ring & Bushes LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), Epoxy (Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/CS/ galvanised steel Insertion rubber of black EPDM 6mm thick 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. Manually Operated CI Sluice valve of Class PN-1.0: 150 mm HW | - | Each | 11,521.19 | - |
| 9 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body, Cover and Cowl - Grey Cast Iron as per IS:210- FG 200,Float Stainless Steel AISI 304 / IS: 3444, Float Guide- HBT1.HP Orifice- HTB2/ SS, Body seat ring Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418, Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water, Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Class PN 1.0: 50 mm | - | Each | 11,215.25 | - |
| 10 | Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab, including cost of steel reinforcement, form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as per direction of Engineer-in-Charge. For Class-AA loading: Sluice valve chamber of size 1.17m x 0.95m x 1.47m for pipe size-from 125-to-150mm | - | Each | 34,661.02 | - |
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