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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.1 LAdmitted-Finance DUNIYAGANJ DUNIYAGANJ PHULPUR PHULPUR ALLAHABAD UTTAR PRADESH 212402 | PRAYAGRAJ | UTTAR PRADESH | 212402 | -24.51% | ₹21.1 L | L1 | Admitted-Finance |
Updated dates
Tender Value
₹28 L
EMD Value
₹56,000
Closing Date
21 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER SANGANER ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
construction work of 600 meter cc road from govind vihar main road to ramdev ji temple and from dwarka prasad ji house to bhairav nagar in ward no. 98 of sanganer zone (new ward no. 55)
2026_DLB_526270_1
226 EXECUTIVE ENGINEER SANGANER ZONE
Open Tender
Civil Works
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹56,000
Yes
24 Jan 2026
9 Jan 2026
22 Jan 2026
9 Jan 2026
21 Jan 2026
9 Jan 2026
(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
(1.1.3) Carriage of Materials by mechanical transport including loading,unloading and stacking ::Stone,boulders,gravelly material Lead 5Km
(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 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.
(9.4.3) 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. PCC M-20
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