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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹42.4 LAdmitted-Finance | -15.00% | ₹42.4 L | L1 | Admitted-Finance |
| 2 | L2₹42.4 LAdmitted-Finance N A | -14.91% | ₹42.4 L | L2 | Admitted-Finance |
| 3 | L3₹44.4 LAdmitted-Finance | -11.00% | ₹44.4 L | L3 | Admitted-Finance |
| 4 | L4₹45.9 LAdmitted-Finance | -8.00% | ₹45.9 L | L4 | Admitted-Finance |
| 5 | L5₹46.4 LAdmitted-Finance | -6.96% | ₹46.4 L | L5 | Admitted-Finance |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
22 May 2026, 1:00 pmClosed
Executive Engineer PWD Distt Dn II Jodhpur
Executive Engineer PWD Distt Dn II Jodhpur
Annual Rate Contract of Patch work on various road under PWD Block Keru
2026_CEPWD_559974_4
NIT NO 03 OF 2026-27
Open Tender
Civil Works
365 days
Jodhpur
As per tender document
2 documents required · 2 mandatory
₹500
Yes
Executive Engineer PWD Distt Dn II Jodhpur/MD RISL
₹1 L
Yes
25 May 2026
16 May 2026
22 May 2026
16 May 2026
22 May 2026
16 May 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 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 | 7 | Hect | 10,374 | ₹72,618 |
| 2 | 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 Grading III Material | 698 | Cum | 407 | ₹2,84,086 |
| 3 | Plant Mix Method
Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.
For Grading-I Material | 171.75 | Cum | 773 | ₹1,32,762.75 |
| 4 | 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. | 453 | Cum | 1,044 | ₹4,72,932 |
| 5 | 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 | 2,000 | Sqm | 28 | ₹56,000 |
| 6 | 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. | 2,000 | Sqm | 10 | ₹20,000 |
| 7 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder
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) | 2,000 | Sqm | 124 | ₹2,48,000 |
| 8 | 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) | 2,000 | Sqm | 38 | ₹76,000 |
| 9 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.1000 mm dia | 30 | Rmt | 3,864 | ₹1,15,920 |
| 10 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.600 mm dia | 30 | Rmt | 1,727 | ₹51,810 |
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