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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹71.2 LAdmitted-Finance 1551 5 CHARANJEEV COLONY KAITHAL 1551 5 CHARANJEEV COLONY KAITHAL 136027 | KAITHAL | HARYANA | 136027 | +10.71% | ₹71.2 L | L1 | Admitted-Finance |
| 2 | L2₹76.8 L+₹5.6 L (7.92%)Admitted-Finance 46 VANKETASHWAR COLONY SODALA JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | +16.71% | ₹76.8 L+₹5.6 L (7.92%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S RIYA CONSTRUCTION CO. L1 | Shri Balaji Const. Co. L2 |
|---|---|---|---|---|---|
| 1.00 | Supplying & Installation of solar Raised Pavement Markers Made of polycarbonate molded body with circular shape, solar powered, LED self Illumination in active mode, 360 degree Illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards standars and should withstand temperatures in the range og 0C to 70 C . colour of lighting could be provided in red or yellow (amber) as per requirement amd typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro ampers at 2.4 V in sleep charging mode of enhance the life of the marker and a full change should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mmX100mmX100mm. Also the surface diametre of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy rasin based adhesive as per. | 296 | EACH | 1,750 ₹5,18,000 Lowest | 2,447 ₹7,24,312 |
Tender Value
₹66 L
EMD Value
₹1.3 L
Closing Date
10 Jul 2026, 6:00 pmClosed
EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
JAIPUR NAGAR NIGAM PANDIT DEENDAYAL UPPADHYAY BHAWAN LALKOTHI TONK ROAD JAIPUR
DAMAR ROAD CONSTRUCTION WORK ON SAUMYA MARG AND GANDHI NAGAR QUARTERS ROAD IN WARD NO. 134 (NEW WARD.82)
2026_DLB_571916_1
28 EXECUTIVE ENGINEER MALVIYA NAGAR ZONE
Open Tender
Civil Works - Roads
Percentage
120 days
JAIPUR
As Per Bid Documents
3 documents required · 3 mandatory
₹1,000
ONLINE PAY IN JAIPURMC WEBSITE
₹1.3 L
Yes
16 Jul 2026
1 Jul 2026
13 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. | - | - | - | - |
| 2 | 2.10.1 Bituminous courses | 60 | CUM | 445 | ₹26,700 |
| 3 | 2.10.2 Granular courses | 90 | CUM | 310 | ₹27,900 |
| 4 | 2.4.1 Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cementconcrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.Lime Concrete, cement concrete grade M-10 (1:5:10) and below | 120 | CUM | 393.5 | ₹47,220 |
| 5 | 1.1.3 Carriage of Materials by mechanical transport including loading, unloading and stacking :Stone, boulders, gravelly material | 265.7 | CUM | 335.38 | ₹89,110.47 |
| 6 | 7.6 Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 38 | CUM | 1,775 | ₹67,450 |
| 7 | 8.3 Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS: 8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 9,525 | SQM | 12 | ₹1,14,300 |
| 8 | 8.8.5 Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-9, 500-10 with bitumen binder set (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversionGrade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix) | 82 | TONNE | 3,265 | ₹2,67,730 |
| 9 | 8.10.4 Providing and laying 30-45 mm compacted thickness Bituminous Concrete as per design mix (approved by Engineer) on prepared surface with specified grade stone aggregate as per Table - 500-18 with bitumen for wearing course including loading of aggregate with F.E. loader and hot mixing of stone aggregate and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density complete as per clause 509 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix) | 750 | TONNE | 4,360 | ₹32,70,000 |
| 10 | 10.8 Providing and laying marking of center line and stop line etc with hot thermoplastic compound 2.5 mm thick on road/ plain surface, including reflectorising glass beads @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 480 | SQM | 444 | ₹2,13,120 |
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