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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | -32.40% | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.9 Cr+₹67.6 L (10.9%)Admitted-Finance | -25.01% | ₹6.9 Cr+₹67.6 L (10.9%) | L2 | Admitted-Finance |
| 3 | L3₹6.9 Cr+₹75.0 L (12.1%)Admitted-Finance | -24.20% | ₹6.9 Cr+₹75.0 L (12.1%) | L3 | Admitted-Finance |
| 4 | L4₹7.4 Cr+₹1.2 Cr (20.0%)Admitted-Finance 79 12 SHIPRA PATH MANSAROVER JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | -18.90% | ₹7.4 Cr+₹1.2 Cr (20.0%) | L4 | Admitted-Finance |
| 5 | L5₹8.8 Cr+₹2.7 Cr (43.0%)Admitted-Finance | -3.30% | ₹8.8 Cr+₹2.7 Cr (43.0%) | L5 | Admitted-Finance |
Tender Value
₹9.2 Cr
EMD Value
₹18.3 L
Closing Date
10 Nov 2025, 6:00 pmClosed
Executive Engineer (PHE-II), JDA, Jaipur
Room No. 307, CCC Building, Ram Kishore Vyas Bhavan, Indira Circle, Jawaharlal Nehru Marg, Jaipur
Rate Contract for Providing/ Laying/ Jointing of Main Trunk Sewer Line For Prithviraj Nagar (North) Through Trenchless Technology under Jurisdiction of PHE-II, JDA, Jaipur
2025_JDAJP_506428_1
EE(PHE-II)/06/2025-26
Open Tender
Civil Works
Percentage
Prithviraj Nagar (North)
3 documents required · 3 mandatory
₹5,000
Secretary, JDA
₹18.3 L
Yes
12 Mar 2026
13 Oct 2025
14 Nov 2025
13 Oct 2025
10 Nov 2025
13 Oct 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 |
|---|---|---|---|---|---|
| 1Providing, jointing, laying, testing and commissioning of HDPE PE-100/PN-6 (suitable for pulling method for jointing) pipes for sewer line as per IS-14333 (amended upto date) with compliance for maintaining slope as per design by trenchless adopting HDD method (Horizontal Directional Drilling) below ground at all depth including carriage etc. complete in all respect, construction of thrust pit and receiving pit of required size upto 3 metre depth and soil investigation, making suitable arrangement for barricading of pits, traffic diversion, lights, traffic permission from relevant authority (though department will assist in getting the permission), refilling of pits in compacted layers of 150 mm including disposal of surplus material with all lift and lead upto 50 metre as per specification and the direction of the Engineer. Note-1 Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers, Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. Note- 2. Manual Pipe jacking is not permitted for workmen safety reasons. In all types of soil including mixed strata | |||||
| 1.1 | 800 mm outer dia | 300 | Per Meter | 58,600 | ₹1,75,80,000 |
| 1.2 | 900 mm outer dia | 850 | Per Meter | 66,300 | ₹5,63,55,000 |
| 2Extra for excavation of driven pit/ exit pit / intermediate pit beyond 3 metre depth, required for pushing/ pulling of MS/HDPE/RCC pipe in trenchless technology, with proper protection at three sides with shoring sheets/ wooden planks and ISMB's, maintaining during pushing/ puling of pipe, back filling, necessary de-watering including all machinery, tools, and tackles required as per specification and the direction of the Engineer | |||||
| 2.1 | In all types of soil | - | Per Pit Per Metre Depth | 32,500 | - |
| 3Granular 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. | |||||
| 3.1 | For Grading I Material | 600 | Cum | 512 | ₹3,07,200 |
| 4 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead | 800 | Cum | 1,147 | ₹9,17,600 |
| 5 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)
M-50 100mm thick to be used in heavy-traffic ( Heavy traffic is defined as a daily traffic of 450-1500 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 2.0 to 5.0 MSA for a design life of 20 years.) like Bus terminals, industrial complexes, mandi houses roads on expansive soils, factory floor , service station, industrial pavements.etc.
Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 | 3,900 | Sqm. | 1,311 | ₹51,12,900 |
| 6Constructing of RCC M-20 grade cast-in-situ circular manhole chamber for 700 mm & 800 mm internal dia pipe size up to invert depth from 1.80 meter and above. Manhole chamber having 2000 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, silt, black cotton soil, hard soil, kanker and sinking of chamber etc. disposing of surplus excavated material within a lead of 500 meter. The work includes laying of 300 mm thick Cement Concrete in M-20 grade in 2500 mm diameter bedding in foundation, M-20 cement concrete for benching and channel portion and RCC wall in thickness of 150 mm. The work also includes RCC M20 for 250 mm thick cover slab with vata in CM1:1 around pipe entering and leaving the manhole, including form work, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete job as per detailed specifications, drawings and directions of Engineer-in-charge, for following average invert depths: Note: Steel, foot steps & SFRC manhole frame with cover shall be paid separately as per actual. | |||||
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