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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical RESPONSIVE |
| 2 | Accepted-Technical 21 A MALVIYA NAGAR AIR FORCE AREA JODHPUR RAJASTHAN 342001 | JODHPUR | RAJASTHAN | 342001 | Accepted-Technical RESPONSIVE |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
14 Aug 2026, 3:00 pmClosed
Commissioner
Municipal Council Sikar
Repairing of BT Road at Rani Sati Circle to Bikaner Bypass Chandpura Road via Bolta Balajaji Tempel
2026_DLB_584940_29
ENIB26/2026-27/Urgent
Open Tender
Civil Works
Percentage
120 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissiner, MDRISL
₹1 L
Yes
16 Aug 2026
9 Aug 2026
14 Aug 2026
9 Aug 2026
14 Aug 2026
9 Aug 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 |
|---|---|---|---|---|---|
| 1Repairing of BT Road at Rani Sati Circle to Bikaner Bypass Chandpura Road via Bolta Balajaji Tempel | |||||
| 1.01 | 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.
Crusher broken - Grade-III (53-22.4mm) | - | P.cum | 1,897 | - |
| 2.01 | 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. | - | P.sqm | 33.7 | - |
| 3.01 | 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 under sewer line and manhole work including allowances
for any additional road restoration beyond the drawings
(measurement for payment to be as per standard drawings) to complete the task. | - | P.sqm | 12 | - |
| 4.01 | Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to paver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat. With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix) | - | P.cum | 6,010 | - |
| 5.01 | 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 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 but excluding cost of tack coat/ seal coat under sewer line and manhole work including allowances for any additional road restoration beyond the drawings (measurement for payment to be as per standard drawings) to complete the task.
With Bitumen VG-grade 30 | - | P.sqm | 119 | - |
| 6.01 | 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 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 under sewer line and manhole work including allowances for any additional road restoration beyond the drawings (measurement for payment to be as per standard drawings) to complete the task.
With Bitumen VG-grade 30 | - | P.sqm | 48.1 | - |
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