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Tender Value
₹74.8 L
EMD Value
₹1.5 L
Closing Date
8 Oct 2026, 6:00 pm
EE PWD DN I SIKAR
EE PWD DN I SIKAR
Repair and Maintenance Work on Various Flood Damaged SHs and MDRs Roads under PWD Sub Dn Dhod Distt. Sikar (Rate Contract)
2026_CEPWD_600884_7
NIT-14/2026-27 EE PWD DN I SIKAR
Open Tender
Civil Works
Percentage
60 days
SIKAR
Please refer Tender Documents
2 documents required · 2 mandatory
₹1,000
Through online eGRAS Challan Sikar 14116
₹1.5 L
Yes
26 Sept 2026
26 Sept 2026
9 Oct 2026
26 Sept 2026
8 Oct 2026
26 Sept 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 | Clearing and Grubbing Road Land
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 | 24.56 | Hect | 10,374 | ₹2,54,785.44 |
| 2 | Granular Sub-base with Well Graded Material (Table 400-1)
By Mix in Place Method
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 All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar For Grading I Material | 789.5 | Cum | 461 | ₹3,63,959.5 |
| 3 | Restoration of Rain Cuts
Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002
Mechanical Means | 1,442.5 | Cum | 93 | ₹1,34,152.5 |
| 4 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 | 3,302.3 | Sqm | 125 | ₹4,12,787.5 |
| 5 | Maintenace of bituminous surface road
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRTH specifications Clauses 3004.2 | 225 | Cum | 5,962 | ₹13,41,450 |
| 6 | Maintenace of bituminous surface road
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 | 14,578.15 | Sqm | 193 | ₹28,13,582.95 |
| 7 | Maintenace of bituminous surface road
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 13 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 | 2,100.15 | Sqm | 151 | ₹3,17,122.65 |
| 8 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 13,050 | Sqm | 8.75 | ₹1,14,187.5 |
| 9 | Seal Coat
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 (I) Bitumen (VG-30). | 13,050 | Sqm | 41 | ₹5,35,050 |
| 10 | 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 - I By Manual Means Bitumen (VG-30) | 412.5 | Sqm | 118 | ₹48,675 |
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