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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Finance | -32.77% | ₹9.5 L | L1 | Admitted-Finance |
| 2 | L2₹9.6 LAdmitted-Finance | -31.51% | ₹9.6 L | L2 | Admitted-Finance |
| 3 | L3₹10.0 LAdmitted-Finance DUNIYAGANJ DUNIYAGANJ PHULPUR PHULPUR ALLAHABAD UTTAR PRADESH 212402 | PRAYAGRAJ | UTTAR PRADESH | 212402 | -28.88% | ₹10.0 L | L3 | Admitted-Finance |
| 4 | L4₹10.7 LAdmitted-Finance | -23.84% | ₹10.7 L | L4 | Admitted-Finance |
Tender Value
₹14.1 L
EMD Value
₹28,200
Closing Date
19 Feb 2026, 6:00 pmClosed
Executive Engineer
KDA Kota
Civil Work
2026_UITKo_539734_1
NIT 35/2025-26 (11)
Open Tender
Civil Works
60 days
Kota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
1500 Secretary, KDA ,Kota 500 MD RISL,Jaipur
₹28,200
Yes
27 Feb 2026
17 Feb 2026
20 Feb 2026
17 Feb 2026
19 Feb 2026
17 Feb 2026
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), 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 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead
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 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)
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (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 8-10 kN static roller and finishing to required level and grades as per MoRTH Specification Clause 508 By Mechanical Means Type B Bitumen (VG-30)
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
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.
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
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