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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹4.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.9 Cr+₹2.6 L (0.53%)Admitted-Finance 11 RAJPUR ROAD DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | ₹4.9 Cr+₹2.6 L (0.53%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 431 9 INDIRA UDHYAN MARG VIKASNAGAR DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents. |
| 4 | Not Admitted-Fee/PreQual/Technical N K TOWER NEAR KARGICHOWK DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents. |
| 5 | Not Admitted-Fee/PreQual/Technical 5 A WEST REST CAMP DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents. |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L1 | MARC ENGINEERIANS L2 |
|---|---|---|---|---|---|
| 1.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 93.75 | Cum | 1,380 ₹1,29,375 Lowest | 1,400 ₹1,31,250 |
| 2.00 | 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 2 as per Technical Specification Clause 405. | 70.31 | Cum | 2,360 ₹1,65,931.6 Lowest | 2,406 ₹1,69,165.86 |
| 3.00 | 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 Technical Specification Clause 405 | 576.57 | Cum | 2,540 ₹14,64,487.8 Lowest | 2,573 ₹14,83,514.61 |
| 4.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 | 1,012.5 | Cum | 320 ₹3,24,000 | 316 ₹3,19,950 Lowest |
| 5.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 59,271.35 | Sqm | 11 ₹6,51,984.85 | 10.9 ₹6,46,057.72 Lowest |
| 6.00 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) | 143.86 | Cum | 8,359 ₹12,02,525.74 | 8,130 ₹11,69,581.8 Lowest |
| 7.00 | Semi Dense Bituminous Concrete with Hot in Plant Recycling (HIP)- Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed/ Recycle aggregates of specified grading, premixed with bituminous binder, filler and warm mix additive @ 0.4% by weight of bitumenand filler, transporting the hot mix to work site, laying with a hydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II -10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix) | 1,438.68 | Cum | 9,130 ₹1,31,35,148.4 | 8,880 ₹1,27,75,478.4 Lowest |
| 8.00 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Manual Means | 1,221.19 | Cum | 560 ₹6,83,866.4 Lowest | 569 ₹6,94,857.11 |
| 9.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing) | 1,152.92 | Cum | 5,630 ₹64,90,939.6 Lowest | 5,747 ₹66,25,831.24 |
| 10.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed) | 465.6 | Cum | 6,250 ₹29,10,000 Lowest | 6,309 ₹29,37,470.4 |
Tender Value
₹5.9 Cr
EMD Value
₹12.2 L
Closing Date
18 Feb 2025, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Under Honorable Chief Minister announcement no. 358/2023, Reconstruction work of 15.00 Km main and internal roads damaged in the disaster along with drains in Veer Chandra Singh Garhwali Mandal in Raipur constituency of Dehradun district.
2025_pwd_79900_1
598/1C-9/2025, Dated 27-01-2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Raipur constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Rishikesh
₹12.2 L
Superintending Engineer, 9th Circle, PWD, Dehradun
25 Feb 2025
4 Feb 2025
18 Feb 2025
4 Feb 2025
18 Feb 2025
11 Feb 2025
10 Feb 2025
Amount
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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 2 as per Technical Specification Clause 405.
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 Technical Specification Clause 405
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder,transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose.The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
Semi Dense Bituminous Concrete with Hot in Plant Recycling (HIP)- Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed/ Recycle aggregates of specified grading, premixed with bituminous binder, filler and warm mix additive @ 0.4% by weight of bitumenand filler, transporting the hot mix to work site, laying with a hydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. Grading II -10mm using VG - 30 bitumen (bituminous binder @ 5 % of mix)
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Manual Means
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3.6 (Hand mixing)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed)
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 For nominal mix 1:2:4 (Hand mixed)
Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
MARC ENGINEERIANS (BID ID -360780)
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