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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 CrAccepted-AOC H NO 164 SECTOR 8 PANCHKULA 134109 | PANCHKULA | PANCHKULA | HARYANA | 134109 | ₹1.9 Cr | 1 | Accepted-AOC L-1 |
| 2 | Rejected-Technical BEHIND SHRI RAM HOSPITAL NEAR SHIV MANDIR BANAR ROAD JODHPUR | JODHPUR | JODHPUR | RAJASTHAN | - | - | Rejected-Technical technical not approved |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Rejected-Technical VILLAGE KOSANA TEHSIL PIPAR CITY DISTRICT JODHPUR PINCODE 342601 RAJASTHAN | JODHPUR | JODHPUR | RAJASTHAN | 342601 | - | - | Rejected-Technical technical not approved |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
26 Feb 2026, 2:00 pmClosed
Registrar
DSRRAU Karwar Jodhpur
Tender for E-procurement of Strengthing, Renewal of Internal Road Work in Campus Area of DSRRAU Jodhpur
2026_DSRAU_540306_1
57/2025-26
Open Tender
Civil Works
45 days
DSRRAU Jodhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
Yes
Officer Name
₹4.4 L
Yes
Office of store, Admin Block
15 Apr 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
26 Feb 2026
20 Feb 2026
20 Feb 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means. Bituminous Courses & Granular Courses
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3
Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material
Providing, 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.
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
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.
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30)
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means. Bitumen (VG-30)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511. By Mechanical Means. Case - II : Type B. Bitumen (VG-30)
Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size. 20 x 20 cm
Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side.
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801
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.
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