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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-Finance | L1 | Accepted-Finance OK | |
| 2 | L2₹14.3 L+₹59,338.82 (4.32%)Accepted-Finance | L2 | Accepted-Finance OK | |
| 3 | L3₹14.5 L+₹78,946.44 (5.75%)Accepted-Finance | L3 | Accepted-Finance OK | |
| 4 | L4₹14.6 L+₹82,902.36 (6.03%)Accepted-Finance PLOT NO 593 NEAR DURGA MATA TEMPLE DURGAPURA JAIPUR 302018 JAIPUR RAJASTHAN | JAIPUR | RAJASTHAN | 302018 | L4 | Accepted-Finance PK | |
| 5 | L5₹16.3 L+₹2.6 L (18.9%)Accepted-Finance | L5 | Accepted-Finance OK |
Tender Value
₹17.2 L
EMD Value
₹34,399
Closing Date
6 Mar 2026, 12:00 pmClosed
EE PHED DN SHAHPURA
EE PHED DN SHAHPURA
Reactivation of Existing Well and Replacement of Rising Main Pipeline under Janta Jal Yojana Itunda Sub Division Jahajpur District Bhilwara
2026_PHCJA_540927_1
143/2025-26
Open Tender
Civil Works - Water Works
Percentage
365 days
SHAHPURA
AS PER NIT CONDITION
2 documents required · 2 mandatory
₹1,500
AS PER NIT CONDITION
₹34,399
Yes
17 Mar 2026
21 Feb 2026
6 Mar 2026
21 Feb 2026
6 Mar 2026
21 Feb 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 |
|---|---|---|---|---|---|
| 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 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. | |||||
| 1.01 | 100 mm | 900 | RMT | 1,464 | ₹13,17,600 |
| 2Providing, 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. | |||||
| 2.01 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 | - | - | - | - |
| 2.02 | 100 mm dia | 1 | Each | 11,554 | ₹11,554 |
| 3Providing 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. | |||||
| 3.01 | MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) | 170 | Kg | 126 | ₹21,420 |
| 4 | 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 | 225 | Cum | 200 | ₹45,000 |
| 5Earth 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 .: | |||||
| 5.01 | Ordinary rock | 225 | Cum | 365 | ₹82,125 |
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