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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹82.8 LAdmitted-Finance | -17.25% | ₹82.8 L | L1 | Admitted-Finance |
Tender Value
₹1 Cr
EMD Value
₹2 L
Closing Date
1 Apr 2026, 6:00 pmClosed
Executive Engineer
KDA KOTA
Road Furniture work in area of Zone II A (ARC)
2026_UITKo_549307_1
39/2025-26 (10)
Open Tender
Civil Works
365 days
KOTA
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,500
Online Through SSO Portal
₹2 L
Yes
21 Apr 2026
31 Mar 2026
2 Apr 2026
31 Mar 2026
1 Apr 2026
31 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. | ||||||
| 2Providing, 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. | ||||||
| 3Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | ||||||
| 4Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift 50/75mm compacted thickness with 3.3% bitumen VG30 grade | ||||||
| 5Providing and laying 20mm thick Mix Seal Surfacing on a prepared surface in a single course composed of specified close graded crushed stone aggregates (as per table 500-19) premixed with bituminous binder (including cost of anti-stripping compound, wherever required). In a Hot Mix Plant 40-60 TPH with F.E. loader, laying with paver finisher, transporting the mixed Material by tipper and rolling with power roller 8-10 tonne, to achieve desired density approved by the department, but excluding cost of tack coat with all lead & lift (MoRTH specification : clause 508). Type “B” (19 kg binder per 10 sqm) bitumen VG30 grade. | ||||||
| 6Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing. | ||||||
| 7Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | ||||||
| 8Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and MoRTH Specification Clause 801 | ||||||
| 8.1 | Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) | - | Per Cm Height Per Letter | - | - | BI01010001010000000000000515BI0100001122 |
| 8.2 | English and Roman | - | Per Cm Height Per Letter | - | - | BI01010001010000000000000515BI0100001123 |
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