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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.4 LAdmitted-Finance | -28.66% | ₹36.4 L | L1 | Admitted-Finance |
| 2 | L2₹37.0 LAdmitted-Finance A 147 MODEL TOWN JAGAT PURA JAIPUR JAIPUR RAJASTHAN 302014 | JAIPUR | JAIPUR | RAJASTHAN | 302014 | -27.51% | ₹37.0 L | L2 | Admitted-Finance |
| 3 | L3₹37.0 LAdmitted-Finance | -27.36% | ₹37.0 L | L3 | Admitted-Finance |
| 4 | L4₹39.7 LAdmitted-Finance PLOT NO 81 RAGHUNATHPURI 2 CHOUDHARY PETROL PUMP KE PICHE SANGANER JAIPUR RAJASTHAN 302011 | 302011 | -22.11% | ₹39.7 L | L4 | Admitted-Finance |
Tender Value
₹51 L
EMD Value
₹1.0 L
Closing Date
17 Jan 2026, 6:00 pmClosed
EXECUTIVE ENGINEER JAGATPURA ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
Construction work of C.C. road in Block 191, Sector 19 Pratap Nagar in Ward No. 118 of Jagatpura Zone. (New Ward No. 62)
2026_DLB_525758_1
115 EXECUTIVE ENGINEER JAGATPURA ZONE
Open Tender
Civil Works - Roads
180 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹1,770
ONLINE PAY IN JAIPURMC WEBSITE
₹1.0 L
Yes
22 Jan 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
17 Jan 2026
7 Jan 2026
(2.4.2)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. Cement Concrete Grade M-15 and above and PCC blocks
(1.1.2)Carriage of materials Sand, bazri, ballast, kankar of 5 km
(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.
(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
(17.75)Raising circular manhole with circular cover 560mm dia and frame slab to required level including dismantling existing slab, taking out the existing CI frame & cover of manhole and raising it upto ground/road level, refixing of frame and cover in M15 (1:2:4) concrete allaround the frame, including making good the damage, form work, curing, complete as directed by Engineer.
(17.80.1)Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. EHD-35
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