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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Finance GSTN: 08ABHPR9987P2Z7 | -15.11% | ₹8.5 L | L1 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
11 Feb 2026, 6:00 pmClosed
Secretary UIT Chittorgarh
Office of the Secretary UIT Chittorgarh
37 - Construction of BT Road at Ward No. 31 Madhuwan senthi, UIT Area, Chittorgarh
2026_UITCG_534605_37
NIT 24/2025-26 Secretary UIT Chittorgarh
Open Tender
Civil Works
90 days
Chittorgarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through SSO ID
₹20,000
Yes
14 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
11 Feb 2026
5 Feb 2026
Construction of granular sub base by providing well graded material,spreading in uniform layer with Tractor Mount Grader on prepared surface,mixing by mix in place method with rotavato r at OMC,and compacting with smooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.By Mix in Place MethodGrading-III
Providing ,laying ,spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer(PugMill),carriage of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 kN weight to ahievethede sired density including lighting,barricading and maintenance of diversion,et casper Tables400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)
Mix Seal Surfacing Providing,laying and rolling of close- graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to0.9mm (Type-B) aggregates using Viscosity grade bitumen to required line,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant ,laying and rolling with a three wheel 8- 10kN static roller and finishing to required level and grades as per MoRTH Specification. Bitumen (VG-30)
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