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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance B 5 TULSI DAS KI BAGICHI JANTA COLONY JAIPUR RAJASTHAN 302004 | JAIPUR | RAJASTHAN | 302004 | -8.88% | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 CrAdmitted-Finance | +4.56% | ₹2.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.7 CrAdmitted-Finance | +5.47% | ₹2.7 Cr | L3 | Admitted-Finance |
Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
23 Apr 2026, 6:00 pmClosed
Unit Head
RIICO KISHANGARH
Strengthening and recarpeting of roads at industrial area Khoda, amounting to Rs. 254.33 lakh
2026_RIICO_549992_1
2026-27/KISHANGARH/02
Open Tender
Civil Works
120 days
Khoda
please refer tender documents
5 documents required · 5 mandatory
₹5,900
Through SSO ID of Contractor
₹5.1 L
27 Apr 2026
4 Apr 2026
24 Apr 2026
4 Apr 2026
23 Apr 2026
4 Apr 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 |
|---|---|---|---|---|---|---|
| 1 | Milling of distress bitumenous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200&300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/c hauling and stock pilling the reclaiming to bring to required specification to reuse with the approval of engineer - in - charge for safe disposal; with all leads and lifts complete in all respect as directly by Engineer - in- charge. *Note : The unutilized quality of reclaimed bituminous mix material shall be recovered. | - | P. Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Granular Sub-Base with Close Graded Material (Table:- 400-1), Plant Mix Method
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 subbase course including premixng 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-I Material | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | 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 | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 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. | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of, Grading - II (26.50 mm (Nominal Size)) | - | P. Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing 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. | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and f, for Grading-II(13 mm nominal size) Bitumen (VG-30) | - | P. Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | 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. | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive | - | Each | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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