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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | -23.51% | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L1₹3.8 LAdmitted-Finance | -16.17% | ₹3.8 L | L1 | Admitted-Finance |
| 3 | L2₹3.7 LAdmitted-Finance | -18.00% | ₹3.7 L | L2 | Admitted-Finance |
| 4 | L3₹3.8 LAdmitted-Finance AJMER | RAJASTHAN | 305001 | -15.00% | ₹3.8 L | L3 | Admitted-Finance |
| 5 | L4₹3.7 LAdmitted-Finance 192 NARAYAN VIHAR K JAIPUR JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | -16.99% | ₹3.7 L | L4 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
30 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER VIDHYADHAR NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
DEVELOPMENT WORK IN SHIVAM PARK AND VIDYADHESHWAR MAHADEV PARK IN WARD NO. 26.
2026_DLB_547315_1
289 EXECUTIVE ENGINEER VIDHYADHAR NAGAR ZONE
Open Tender
Civil Works
60 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹20,000
Yes
6 Apr 2026
19 Mar 2026
1 Apr 2026
19 Mar 2026
30 Mar 2026
19 Mar 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(4.2.1) Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.all type of soil | |||||
| 2(1.1.1) Carriage of Materials by mechanical transport including loading, unloading and stacking ::Earth for lead upto 5 KM. | |||||
| 3(9.3) Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | |||||
| 4(9.11) Removing & re-fixing of precast cement concrete interlocking paving blocks of all sizes over 50 mm thick course sand bedding( duly compacted) including filling of joints with sand complete in all respect. | |||||
| 5(10.1) Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | |||||
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