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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.6 LAdmitted-Finance | +9.00% | ₹18.6 L | L1 | Admitted-Finance |
Tender Value
₹17.1 L
EMD Value
₹34,140
Closing Date
13 Jul 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer PWD city Dn. Kothi No. 9 Civil Line Bikaner
Road work from Ramswaroop Bishnoi House to Jaisukh Bishnoi House upto Bhim Bhati House Ramdev Panchariya House Ramdayal Panchariya to Rameshwar Saraswat House
2026_CEPWD_573550_12
NIT No. 07 of 2026-27 EE PWD City Dn. Bikaner
Open Tender
Civil Works
Percentage
120 days
Bikaner
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer
₹34,140
Yes
19 Jul 2026
8 Jul 2026
14 Jul 2026
8 Jul 2026
13 Jul 2026
8 Jul 2026
8 Jul 2026 - 13 Jul 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 | नीव, खाई,परनाला में 1.5 गहराई तक मिट्टी की खुदाई करना , तल को कूटना , पानी डालना, बगल को संवारना , खुदी मिट्टी को बाहर निकालना, नीव भरने के बाद खाली स्थानों को पुन: मिट्टी से भरना तथा बची हुई मिटटी को 50 मीटर की दूरी तक निस्तारण करना . साधारण /मुलायम मिट्टी में | 1,056.24 | cum | 143.92 | ₹1,52,014.06 |
| 2 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Building Rubbish Stone metal (Grit and ballast etc.)For 5 Km. | 1,056.24 | cum | 73.98 | ₹78,140.64 |
| 3 | 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 | 528.12 | cum | 405 | ₹2,13,888.6 |
| 4 | 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 | 264.06 | cum | 1,027.8 | ₹2,71,400.87 |
| 5 | 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 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 | 264.06 | cum | 1,104.3 | ₹2,91,601.46 |
| 6 | 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 | 3,520.8 | sqm | 27.9 | ₹98,230.32 |
| 7 | 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. | 3,520.8 | sqm | 9.9 | ₹34,855.92 |
| 8 | 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 | 3,520.8 | sqm | 121.5 | ₹4,27,777.2 |
| 9 | 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.Case - II : Type B.Bitumen (VG-30) | 3,520.8 | sqm | 39.6 | ₹1,39,423.68 |
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