Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.3 LAdmitted-Finance B 164 KIRTI NAGAR TONK ROAD TONK PHATAK JAIPUR RAJASTHAN 302018 | JAIPUR | RAJASTHAN | 302018 | -23.81% | ₹21.3 L | L1 | Admitted-Finance |
| 2 | L2₹21.4 LAdmitted-Finance 37 RK PURAM COLONY SITAPURA JAIPUR RAJASTHAN 302022 | JAIPUR | RAJASTHAN | 302022 | -23.58% | ₹21.4 L | L2 | Admitted-Finance |
| 3 | L3₹22.0 LAdmitted-Finance 45 GANPATI NAGAR SHIPRA PATH MANSAROVAR JAIPUR RAJASTHAN 302020 | JAIPUR | RAJASTHAN | 302020 | -21.35% | ₹22.0 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee | - | - | - | Not Admitted-Fee Fee not received |
Tender Value
₹28 L
EMD Value
₹56,000
Closing Date
28 Mar 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_547078_1
264 EXECUTIVE ENGINEER SANGANER ZONE
Open Tender
Civil Works - Roads
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹590
ONLINE PAY IN JAIPURMC WEBSITE
₹56,000
Yes
2 Apr 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
28 Mar 2026
18 Mar 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
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.72 MB
EPROC264XENSNZ.pdf
Tender Documents • 4.66 MB
BOQ_975494.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid