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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Finance | -2.00% | ₹9.0 L | L1 | Admitted-Finance |
| 2 | L2₹10.2 L+₹1.1 L (12.7%)Admitted-Finance | +10.46% | ₹10.2 L+₹1.1 L (12.7%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.2 L
EMD Value
₹18,380
Closing Date
21 Jul 2026, 6:00 pmClosed
EO NAGARPALIKA RAJGARH (CHURU)
EO NAGARPALIKA RAJGARH (CHURU)
CONSTRUCTION OF BITUMIOUS TARMIC ROAD FROM KHEMANA ROAD TO RAJESH POONIYA HOUSE WARD NO. 13 RAJGARH
2026_DLB_574680_15
E-NIT NO 03/2026-27 NIRMAN/NP RAJGARH
Open Tender
Civil Works
Percentage
180 days
RAJGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EO NAGARPALIKA RAJGARH (CHURU)/MDRISL
₹18,380
Yes
3 Aug 2026
13 Jul 2026
22 Jul 2026
13 Jul 2026
21 Jul 2026
13 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 | Construction of embankment with approved material obtained from
borrow pit with all lifts and leads, transporting to site, spreading,
grading to required slope and compacting by vibratory roller 8-10
tonne to meet requirement of table 300-2 including cost of
compensation for earth taken from private land complete as per
MoRT&H specification clause 305. (Lead taken upto 5 km) | - | cum | 178.5 | - |
| 2 | Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. Grading - I Material | - | cum | 1,376 | - |
| 3 | Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete. | - | - | - | - |
| 4 | Crusher broken - Grade-II (63-45mm) | - | cum | 1,915 | - |
| 5 | Crusher broken - Grade-III (53-22.4mm) | - | cum | 1,897 | - |
| 6 | Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping 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. | - | sqm | 33.7 | - |
| 7 | 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 | - | sqm | 12 | - |
| 8 | Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate 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 to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat. With Bitumen VG-grade 30 | - | sqm | 119 | - |
| 9 | Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. With Bitumen VG-grade 30 | - | sqm | 48.1 | - |
| 10 | Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 5,400 | ₹5,394.6 |
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