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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-AOC 45 B NEW MANDI MUZAFFARNAGAR U P | ₹10.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹10.9 LRejected-AOC B 164 KIRTI NAGAR TONK ROAD TONK PHATAK JAIPUR RAJASTHAN 302018 | JAIPUR | RAJASTHAN | 302018 | ₹10.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹11.9 LRejected-AOC | ₹11.9 L | L3 | Rejected-AOC L3 |
Tender Value
₹13.5 L
EMD Value
₹27,000
Closing Date
20 Apr 2026, 6:00 pmClosed
EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
CONSTRUCTION WORK OF CC ROAD ON RADHA MARG IN WARD NO. 150 OF MALVIYA NAGAR ZONE (NEW WARD NO. 83)
2026_DLB_550732_1
01 EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
Open Tender
Civil Works - Roads
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹500
ONLINE PAY IN JAIPURMC WEBSITE
₹27,000
Yes
20 May 2026
10 Apr 2026
21 Apr 2026
10 Apr 2026
20 Apr 2026
10 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 | (2.4) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. | - | - | - | - |
| 2 | (2.4.2) Cement Concrete Grade M-15 and above and PCC blocks | - | CUM | - | - |
| 3 | (2.4.1) Lime Concrete, cement concrete grade M-10 (1:5:10) and below c | - | CUM | - | - |
| 4 | (1.1.3) Carriage of Materials by mechanical transport including loading, unloading and stacking Stone, boulders, gravelly material Beyond 5 Km upto 10 Km. per Km. | - | CUM | - | - |
| 5 | (9.1) 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | CUM | - | - |
| 6 | (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 contraction, 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.CPCC M-20 | - | CUM | - | - |
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