Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.9 LAdmitted-Finance | -27.22% | ₹28.9 L | L1 | Admitted-Finance |
| 2 | L2₹30.3 LAdmitted-Finance | -23.67% | ₹30.3 L | L2 | Admitted-Finance |
| 3 | L3₹30.4 LAdmitted-Finance | -23.51% | ₹30.4 L | L3 | Admitted-Finance |
| 4 | L4₹30.7 LAdmitted-Finance 44 A LAXMI NAGAR JHOTWARA JAIPUR JAIPUR | JAIPUR | RAJASTHAN | 302001 | -22.85% | ₹30.7 L | L4 | Admitted-Finance |
| 5 | L5₹31.4 LAdmitted-Finance 1551 5 CHARANJEEV COLONY KAITHAL 1551 5 CHARANJEEV COLONY KAITHAL 136027 | KAITHAL | HARYANA | 136027 | -20.87% | ₹31.4 L | L5 | Admitted-Finance |
Tender Value
₹39.7 L
EMD Value
₹79,460
Closing Date
23 Mar 2026, 6:00 pmClosed
EXECUTIVE ENGINEER MURLIPURA ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
CONSTRUCTION WORK OF C.C. ROAD FROM NALA BORHA KI DHANI TO DHARAMMALA KAKA KI DHANI, JAWAI COLONY, GOVIND NAGAR, GOPA KALA KI DHANI LOCATED IN WARD NO. 01.
2026_DLB_545858_1
278 EXECUTIVE ENGINEER MURLIPURA ZONE
Open Tender
Civil Works - Roads
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹500
ONLINE PAY IN JAIPURMC WEBSITE
₹79,460
Yes
25 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
14 Mar 2026
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
Carriage of materials by mechanical transport of earth Including loading, unloading and stacking Stone, boulders, gravelly material upto 5 km
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.
Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator 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 as per approved mix design, laid, 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, admixtures (if required) 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-25
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 • 0.19 MB
EPROC278XENMPZ.pdf
Tender Documents • 3.72 MB
BOQ_973420.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid