Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.5 CrAdmitted-Finance | -16.21% | ₹7.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.6 Cr+₹8.1 L (1.09%)Admitted-Finance | -15.30% | ₹7.6 Cr+₹8.1 L (1.09%) | L2 | Admitted-Finance |
| 3 | L3₹7.6 Cr+₹8.4 L (1.12%)Admitted-Finance 224 KAILASH NAGAR SHOBHAPUR COLONY DISTRICT BETUL MADHYA PRADESH PIN 460449 | BETUL | MADHYA PRADESH | 460449 | -15.27% | ₹7.6 Cr+₹8.4 L (1.12%) | L3 | Admitted-Finance |
| 4 | L4₹7.6 Cr+₹10.8 L (1.44%)Admitted-Finance | -15.00% | ₹7.6 Cr+₹10.8 L (1.44%) | L4 | Admitted-Finance |
| 5 | L5₹8.3 Cr+₹86.4 L (11.6%)Admitted-Finance | -6.53% | ₹8.3 Cr+₹86.4 L (11.6%) | L5 | Admitted-Finance |
Tender Value
₹8.9 Cr
EMD Value
₹17.8 L
Closing Date
17 Feb 2025, 6:00 pmClosed
Additional Chief Engineer, PHED Region-II, Jaipur
Office of the Additional Chief Engineer, PHED Region-II, Gandhi Nagar , Jaipur, Rajasthan, 302015
NIT10ACE - II Replacement of old polluted pipe line, Service Connection and augmentation work in Chowkdi Laxminarayanpuri, Mandikhatikan and Hida ki Mori after 01 year defect liability period under the jurisdiction of city Division-II (North), Jaipur
2025_PHCJA_442966_1
ACER2JaipurRKNO12954731 dated 11-01-2025
Open Tender
Civil Works - Water Works
Percentage
365 days
Additional Chief Engineer, PHED Region-II
As per Tender Document
3 documents required · 3 mandatory
₹10,000
Executive Engineer, City Division-II North Jaipur
₹17.8 L
Yes
Additional Chief Engineer, PHED Region-II, Jaipur
24 Apr 2025
13 Jan 2025
18 Feb 2025
13 Jan 2025
17 Feb 2025
13 Jan 2025
22 Jan 2025
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 | Item: 1.26 Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. | - | Meter | - | - |
| 2 | Item: 1.27 Add extra over item no 1.21,1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. | - | Meter | - | - |
| 3 | Item: 19.67 Supplying and Replacing, testing and commissioning of existing Multi jet magnetic type domestic water meter Class-B confirming to IS:779-1996 EEC MDIL with end coupling as per relevant technical specification and the direction of the Engineer.
19.67.1 15 mm size | - | each | - | - |
| 4 | Item: 1.23 Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS /GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded/fused in single piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and
testing of pipe line complete required for making of service connection complete in all respect
including labour charges . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid separately.
1.23.1 For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. | - | Each | - | - |
| 5 | Item: 9.1 Construction of RCC Sluice valve chamber for different type of valves including
earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, 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 directed by Engineer-in-Charge.
9.1.1 For Class-AA loading
9.1.1.3 Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm | - | Each | - | - |
| 6 | Item: 4.6 Dismantling of flexible pavement for pipe line 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.
4.6.1 Bituminous courses | 1 | Cubic Meter | - | - |
| 7 | Item: 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, reaking 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. | - | Cubic Meter | - | - |
| 8 | Item: 4.3 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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
4.3.1 Ordinary rock | - | Cubic Meter | - | - |
| 9 | Item: 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 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 | - | Cubic Meter | - | - |
| 10 | Item: 1.11 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips
of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
1.11.1 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | - | kilogra m | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.14 MB
Tenderlaxminarayanpurifinal.pdf
Tender Documents • 14.03 MB
BOQ_795703.xls
BOQ • 0.38 MB
BOQ.xls
BOQ • 0.38 MB
Tenderdocument.pdf
Tender Documents • 14.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .