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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Finance J 760 PURANA GHAT NAHAR SINGH BABA KE NICHE AGRA ROAD JAIPUR RAJASTHAN 302020 | JAIPUR | JAIPUR | RAJASTHAN | 302020 | -18.88% | ₹4.5 L | L1 | Admitted-Finance |
| 2 | L2₹4.6 LAdmitted-Finance | -16.62% | ₹4.6 L | L2 | Admitted-Finance |
| 3 | L3₹4.7 LAdmitted-Finance 37 RK PURAM COLONY SITAPURA JAIPUR RAJASTHAN 302022 | JAIPUR | RAJASTHAN | 302022 | -14.00% | ₹4.7 L | L3 | Admitted-Finance |
Tender Value
₹5.5 L
EMD Value
₹11,040
Closing Date
6 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER JHALANA ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
C.C. ROAD CONSTRUCTION WORK IN PRABHU PRADHAN CITY BLOCK-A LOCATED IN WARD NO. 66 OF JHALANA ZONE
2026_DLB_548790_1
21 EXECUTIVE ENGINEER JHALANA ZONE
Open Tender
Civil Works - Roads
60 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹11,040
Yes
9 Apr 2026
28 Mar 2026
7 Apr 2026
28 Mar 2026
6 Apr 2026
28 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. In all type of soil | |||||
| 2(1.1.2) Carriage of materials Sand, bazri, ballast, kankar of 10km | |||||
| 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 onstruction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, 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(9.4.1) Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of ntraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602,112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion PCC M-20 | |||||
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