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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | -1.53% | ₹4.9 L | L1 | Admitted-Finance |
| 2 | L2₹5.0 L+₹5,125.59 (1.05%)Admitted-Finance | -0.50% | ₹5.0 L+₹5,125.59 (1.05%) | L2 | Admitted-Finance |
Tender Value
₹5.0 L
EMD Value
₹9,953
Closing Date
24 Jun 2026, 12:00 pmClosed
EE PWD DIVISION NAWALGARH
EE PWD DIVISION NAWALGARH
Construction of Remaining Disputed Portion of Pachlangi Jhadaya Road due to VVIP Visit
2026_CEPWD_570693_1
E NIT 13 of 2026-27 DIVISION NAWALGARH
Open Tender
Civil Works
Percentage
1 days
EE NAWALGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD DIVISION NAWALGARH/MDRSIL
₹9,953
Yes
25 Jun 2026
24 Jun 2026
24 Jun 2026
24 Jun 2026
24 Jun 2026
24 Jun 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 | 1.8 | P.Hect | 10,374 | ₹18,673.2 |
| 2 | Granular Sub-Base with Close Graded Material (Table:- 400-1) 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-IIIMaterial | 31 | P.Cum | 407 | ₹12,617 |
| 3 | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means | 28.13 | P.Cum | 928 | ₹26,104.64 |
| 4 | Water Bound Macadam Sub-base/base with Stone ScreeningWBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means | 63.94 | P.Cum | 1,002 | ₹64,067.88 |
| 5 | Prime Coat 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 | 852.5 | P.Sqm | 28 | ₹23,870 |
| 6 | Tack Coat 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. | 852.5 | P.Sqm | 10 | ₹8,525 |
| 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) | 852.5 | P.Sqm | 124 | ₹1,05,710 |
| 8 | 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 Bitumen (VG-30) | 852.5 | P.Sqm | 41 | ₹34,952.5 |
| 9 | 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. | 300 | P.Sqm | 424 | ₹1,27,200 |
| 31 | Add 18.00 % GST As per Finance Department Circular dated 23.03.2026 and Chief Engineer, PWD Rajasthan, Jaipur Office Order No. 21589477 dated 13.04.2026. | - | Nos | 75,910 | - |
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