Loading
Loading…
Loading…
Tender ID
Tender Value
₹51.3 L
EMD Value
₹1.0 L
Closing Date
30 Mar 2026, 6:00 pmClosed
GM RSRDC LTD JAIPUR
GM RSRDC LTD SETU BHAWAN, JHALANA DOONGARI, JAIPUR
Restoration and Road Safety works on Risk and Cost Basis on Nasirabad Kekri Deoli Road (SH 26) (DLP Portion Chainage 02/00 to 17/800, 18/200 to 26/00, 29/200 to 33/00, 41/00 to 51/00, 59/00 to 76/00, 79/00 to 81/00, 81/500 to 98/800) Total 72.900 Km
2026_RSRDC_548088_1
RSRDCC NIT 776/2025-26 Dated 18.03.2026 Sl No 3
Open Tender
Civil Works - Roads
Percentage
10 days
Nasirabad Kekri Deoli Road
PLEASE REFER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹1,180
PD RSRDC UNIT AJMER THROUGH NEFT/RTGS/IMPS
₹1.0 L
23 Mar 2026
23 Mar 2026
1 Apr 2026
23 Mar 2026
30 Mar 2026
24 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 |
|---|---|---|---|---|---|
| 1Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. | |||||
| 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. By Mechanical Means with all lead | |||||
| 3Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 | |||||
| 4Providing and applying tack coat with bitumen VG-10 on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 3 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 | |||||
| 5Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead with bitumen grade VG 30 | |||||
| 6Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead | |||||
| 730-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material a) With straight run bitumen grade VG 30 | |||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.31 MB
pdbankdetails.pdf
Tender Documents • 0.01 MB
spltc.pdf
Tender Documents • 0.03 MB
various_Circulars_Office_Orders.pdf
Tender Documents • 0.26 MB
AnnexureABCD_RTPPAct2012_AnnexureC.pdf
Tender Documents • 0.10 MB
agrement.pdf
Tender Documents • 0.45 MB
BOQ_977260.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .