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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Finance | -15.55% | ₹6.4 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Finance | - | - | - | Not Admitted-Finance Price Bid not complied |
Tender Value
₹7.6 L
EMD Value
₹3,795
Closing Date
23 Mar 2026, 2:00 pmClosed
Executive Engineer PHED Division Nimbahera
Executive Engineer PHED Division Nimbahera
WORK OF PUMPSET AND DAMAGED PIPELINE OF PIPED SCHEME MANGALWAD THESIL DUNGLA
2026_PHCJA_547371_1
Nit no. 127 Yr. 2025-26
Open Tender
Civil Works - Water Works
30 days
Nimbahera
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer PHED Division Nimbahera
₹3,795
Yes
30 Mar 2026
19 Mar 2026
23 Mar 2026
19 Mar 2026
23 Mar 2026
19 Mar 2026
19 Mar 2026 - 23 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Providing, 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 upto date), with internal cement mortar lining suitable for protable water rubber ring (EPDM) joints as per IS:5382-1985 including all taxes (central and local),transportation and freight charges, inspection charges, loading/unloading ,including cost of labour and materials, specials including special (tees,bands, etc) satisfactory hydraulic testing ,disinfection ,commissioning etc. complete as per specification 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 | ||||||
| 2 | 100 mm dia DI pipe line class - K-7 | - | mtr | 1,464 | - | BI01010001010000000000000515BI0100001112 |
| 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 | 200 | - | BI01010001010000000000000515BI0100001113 |
| 4Earth 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 .: | ||||||
| 5 | Ordinary rock | - | cum | 365 | - | BI01010001010000000000000515BI0100001115 |
| 6 | Hard rock(blasting prohibited) | - | cum | 782 | - | BI01010001010000000000000515BI0100001116 |
| 7 | 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. | - | cum | 757 | - | BI01010001010000000000000515BI0100001117 |
| 8Providing 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. | ||||||
| 9 | M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | - | Each | 6,162 | - | BI01010001010000000000000515BI0100001119 |
| 10Providing, 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. Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 | ||||||
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