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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.6 LAdmitted-Finance GSTIN: 08CHZPS1592R1ZU | -0.50% | ₹13.6 L | L1 | Admitted-Finance |
| 2 | L2₹13.7 LAdmitted-Finance GSTIN: 06AAEFO6093K1ZW, 06AAFFO6799P1Z8, 07AAGFO0408C1ZU, 07AAHPP1268L1ZC, 08AAAHO5875K1ZO, 08ABHPA3739J1ZN, 08ABIPG1556E1ZW, 08AXOPM8749H1ZO, 08BAQPK6779M1ZL, 08BLMPS7059H1ZE, 08CPDPP5720C1Z3, 08FCFPS5412AIZT, 09AANPY9998K1Z7, 09AHPPG2432A1ZQ, 09AQLPK2866P1ZY, 23AACFO1542R1Z4, 23AACFO3694C1ZI, 23AADFO1407G1ZU, 23AFJPT6543B1ZJ, 23ANHPP8079Q1Z2, 23AZFPS5488Q1ZE, 23BDFPJ6301P1ZL, 23CGDPS1019Q1Z6, 23CKBPS6181H1Z1, 24AAJFA2779D1ZL, 27AANFM4022B1ZN43 228 5 OM VILLA GOPAL NAGAR CHIRAHULA HUZUR REWA REWA M P | REWA | REWA | MADHYA PRADESH | -0.10% | ₹13.7 L | L2 | Admitted-Finance |
Tender Value
₹13.7 L
EMD Value
₹27,420
Closing Date
30 Jan 2026, 4:00 pmClosed
EXECUTIVE OFFICER
VIRATNAGAR
CC road construction work from Hanuman Saini to Sitaram Saini house and from Beejak Road to Mahesh Saini and from Omprakash Saini to Ashok Saini house Ward No. 07
2026_DLB_532427_6
2301
Open Tender
Civil Works
120 days
VIRATNAGAR KOTPUTLI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE OFFICER
₹27,420
Yes
18 Mar 2026
27 Jan 2026
4 Feb 2026
27 Jan 2026
30 Jan 2026
27 Jan 2026
Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery,lighting, guarding and maintenance of diversion.Grading - III Material
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.
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-25
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