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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹77.0 LAdmitted-Finance | -21.20% | ₹77.0 L | L1 | Admitted-Finance |
| 2 | L2₹77.2 LAdmitted-Finance SANTOSHI NAGAR KACHCHI BASTI KOTA RAJASTHAN 324009 JAIPUR RAJASTHAN 324009 | KOTA | RAJASTHAN | 324009 | -21.00% | ₹77.2 L | L2 | Admitted-Finance |
| 3 | L3₹77.9 LAdmitted-Finance | -20.24% | ₹77.9 L | L3 | Admitted-Finance |
| 4 | L4₹82.4 LAdmitted-Finance 126 KATEWA NAGAR NEW SANGANER ROAD JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | -15.71% | ₹82.4 L | L4 | Admitted-Finance |
| 5 | L5₹83.3 LAdmitted-Finance | -14.73% | ₹83.3 L | L5 | Admitted-Finance |
Tender Value
₹97.7 L
EMD Value
₹2.0 L
Closing Date
15 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER JHALANA ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
WORK OF LAYING SEWER LINE FROM BALAJI MODE TO G.S.I. COLONY MODEL TOWN IN JHALANA ZONE.
2026_DLB_549839_1
04 EXECUTIVE ENGINEER JHALANA ZONE
Open Tender
Civil Works
180 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹1,770
ONLINE PAY IN JAIPURMC WEBSITE
₹2.0 L
Yes
21 Apr 2026
6 Apr 2026
16 Apr 2026
6 Apr 2026
15 Apr 2026
6 Apr 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 |
|---|---|---|---|---|---|
| 1 | (2.10.1) Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. Bituminous courses | - | cum | - | - |
| 2 | (2.10.2) Granular courses | - | cum | - | - |
| 3 | (17.1) Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. | - | - | - | - |
| 4 | () For Line | - | cum | - | - |
| 5 | (17.1.1.2) Add extra for over all depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | - | cum | - | - |
| 6 | (17.1.1.3) Add extra for over all depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1 | - | cum | - | - |
| 7 | (17.1.1.4) Add extra for overall depth of excavation above 4.5 m and upto 6.0 m over item no 17.1.1.1 | - | cum | - | - |
| 8 | (1.1.1) Carriage of Materials by mechanical transport including loading, unloading andstacking :earth 5km | - | cum | - | - |
| 9 | (17.3.2) Providing and fixing CLOSE timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered) for following depth below NGL.Depth more than 3.0 m and upto 6.0 m | - | sqm | - | - |
| 10 | (17.5.2) Providing and fixing OPEN timbering in trenches of sewer line and manholes including strutting, shoring and packing cavities (wherever required) complete for following depth below NGL.Depth more than 3.0 m and upto 6.0 m | - | sqm | - | - |
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