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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹40.8 LAdmitted-Finance | +15.00% | ₹40.8 L | L1 | Admitted-Finance |
| 2 | L2₹40.8 LAdmitted-Finance | +15.03% | ₹40.8 L | L2 | Admitted-Finance |
Tender Value
₹35.5 L
EMD Value
₹70,914
Closing Date
17 Jun 2026, 6:00 pmClosed
EE PWD DIVISION NAWALGARH
EE PWD DIVISION NAWALGARH
Renewal of Chirana to Gujran Ka Dhakala Road
2026_CEPWD_567897_1
E NIT 09 of 2026-27 DIVISION NAWALGARH
Open Tender
Civil Works
90 days
EE NAWALGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE PWD DIVISION NAWALGARH/MDRSIL
₹70,914
Yes
19 Jun 2026
14 Jun 2026
18 Jun 2026
14 Jun 2026
17 Jun 2026
14 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | 0.9 | P.Hect. | 10,374 | ₹9,336.6 | BI01010001010000000000000515BI0100001218 |
| 2 | Dismantling of Flexible Pavements
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 | 94.5 | P.Cum | 69 | ₹6,520.5 | BI01010001010000000000000515BI0100001219 |
| 3 | 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 Grading III Material | 382.5 | P.Cum | 407 | ₹1,55,677.5 | BI01010001010000000000000515BI0100001220 |
| 4 | Water Bound Macadam with Crushable Screenings
WBM 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means | 475.88 | P.Cum | 1,002 | ₹4,76,831.76 | BI01010001010000000000000515BI0100001221 |
| 5 | Prime Coat
Low porosity
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 | 6,345 | P.Sqm. | 28 | ₹1,77,660 | BI01010001010000000000000515BI0100001222 |
| 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. | 6,345 | P.Sqm. | 10 | ₹63,450 | BI01010001010000000000000515BI0100001223 |
| 7 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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) | 6,345 | P.Sqm | 124 | ₹7,86,780 | BI01010001010000000000000515BI0100001224 |
| 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 (S-65) | 6,345 | P.Sqm | 41 | ₹2,60,145 | BI01010001010000000000000515BI0100001225 |
| 9 | Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) | 2 | P.Nos. | 1,869 | ₹3,738 | BI01010001010000000000000515BI0100001226 |
| 11 | 200 m stone (precast) | 8 | P.Nos. | 388 | ₹3,104 | BI01010001010000000000000515BI0100001228 |
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