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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.3 CrAdmitted-Finance | -36.36% | ₹13.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹14.3 CrAdmitted-Finance | -31.39% | ₹14.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹14.6 CrAdmitted-Finance | -30.33% | ₹14.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹14.8 CrAdmitted-Finance | -29.11% | ₹14.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹15.5 CrAdmitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | -26.00% | ₹15.5 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹20.9 Cr
EMD Value
₹41.8 L
Closing Date
16 Dec 2025, 6:00 pmClosed
Executive Engineer PHE I
Room No. 133 Main Building First Floor JDA Jaipur
Providing laying and jointing of lateral sewer line with construction of manhole adjoining area of PRN South Zone 4 for Swarn Vihar STP PHE I JDA Jaipur
2025_JDAJP_511984_1
EE PHE-I_15_2025-26
Open Tender
Civil Works
548 days
adjoining area of PRN South Zone 4 for Swarn Vihar
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Secretary, JDA
₹41.8 L
Yes
Manthan Hall
28 Jan 2026
10 Nov 2025
22 Dec 2025
10 Nov 2025
16 Dec 2025
10 Nov 2025
19 Nov 2025
Depth upto 1.5 m
Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1
Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1
Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.1.1
Providing and fixing Barricading at site of work for restricting the general public using 80-100 mm dia Wooden Ballies as vertical post with average spacing of 1.80 meter between two vertical posts, having height at least 1.5 m above road/ ground level and at least 30-45 cm below road/ ground level by making suitable size hole in road/ ground, providing and fixing two rows of 80-100 mm Wooden Ballies as horizontal members with jute russies. Both vertical and horizontal members shall be painted in red and white colour strips as per approved pattern as and when it becomes shabby but at least after every alternate shifting at new location. After shifting/ removal of barricading holes shall be filled up properly and site is to be cleared in all respect. (Note: measurement is to be done in linear basis).
200 mm internal diameter
250 mm internal diameter
300 mm internal diameter
350 mm internal diameter
400 mm internal diameter
Depth upto 3.0 m
Depth more than 3.0 m and upto 6.0 m
200 mm internal diameter
250 mm internal diameter
300 mm internal diameter
350 mm internal diameter
400 mm internal diameter
Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm)
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150/225/300/600 mm for constructing extra depth of manhole beyond depth mentioned in item no-17.59.1 as per drawing.
Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.005), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.125m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm)
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.2m, wall thickness 125mm, height 150/225/300/600/900mm for constructing extra depth of manhole beyond depth mentioned in item no-17.60.1 as per drawing.
Providing and making connection to the manhole/ road side chamber/ property chamber by cutting hole in wall, making good the same with brick work/ stone masonry work in cement mortar 1:4, plaster in cement mortar 1:3, encasement of pipe at manhole with 75mm thick M15 grade concrete etc complete as directed by Engineer.
For 5 Km
For 5 Km
/ SFRC footsteps, including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.305), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.425m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm)
Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.5m, wall thickness 125mm, height 150/225/300/600/900/1200mm for constructing extra depth of manhole beyond depth mentioned in item no-17.61.1 as per drawing.
Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m overall length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate, junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proofing cement of approved brand as per drawings and/or as directed by Engineer. Note : Only Excavation work will be measured and paid separately
Pipes cables, etc. exceeding 80 mm dia but not exceeding 300mm dia.
uPVC End Cap 110 mm dia
Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Manual Means
Granular Courses
By Mechanical Means Bituminous Courses
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401.
For Grading I Material
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