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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr Quoted ₹3.5 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.5 Cr+₹20,911.90 (0.06%)Rejected-Finance 5 A WEST REST CAMP DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.5 Cr+₹20,911.90 (0.06%) | L2 | Rejected-Finance Rejected |
| 3 | Rejected-Technical NEAR BANK OF BARODA 70 DEHRADUN ROAD RISHIKESH DISTRICT DEHRADUN | RISHIKESH | DEHRADUN | UTTARAKHAND | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | SHARDA ASSOCIATE L1 | doon associates L2 |
|---|---|---|---|---|---|
| 1.00 | WBM Grading 3
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. by mechanical means | 267.2 | Cum. | 2,390 ₹6,38,608 Lowest | 2,398 ₹6,40,745.6 |
| 2.00 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 81,261.8 | Sqm. | 14 ₹11,37,665.2 Lowest | 14 ₹11,37,665.2 Lowest |
| 3.00 | Bituminous Macadam 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) | 240.45 | Cum. | 9,570 ₹23,01,106.5 Lowest | 9,572 ₹23,01,587.4 |
| 4.00 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic 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. 509 complete in all respects.for Grading-II (bituminous binder @ 5.4 % of mix) | 2,297.8 | Cum. | 11,980 ₹2,75,27,644 Lowest | 11,983 ₹2,75,34,537.4 |
| 5.00 | Clearance of hill side katcha drain by removal of earth from the choked hill side drain and disposing it on the valley side manually as directed by engineer in charge including supply of all material, labour, T&P etc. required for completion of work. | 19 | Km. | 10,000 ₹1,90,000 Lowest | 10,000 ₹1,90,000 Lowest |
| 6.00 | Maintenance of both side earhen shoulder to achieve the approved level either by Stripping excess soil from the shoulder surface or by adding fresh approved selected soil and compacting it with appropriate equipment as directed by engineer in charge including supply of all material, labour, T&P etc. required for completion of work. | 19 | Km. | 6,000 ₹1,14,000 Lowest | 6,000 ₹1,14,000 Lowest |
| 7.00 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes | 3,800 | Sqm. | 520 ₹19,76,000 Lowest | 523 ₹19,87,400 |
| 8.00 | Road Studs / Cat Eye:
Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. | 2,090 | No. | 385 ₹8,04,650 Lowest | 385 ₹8,04,650 Lowest |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
18 Jun 2025, 3:00 pmClosed
Superintending Engineer
Office of the S.E., 8th circle, PWD, New Tehri
Renewal work by BC in Pauri-Devprayag-Gaja-Jajal Motor Road (State Highway 31) under Annual Maintenance year of 2025-26.
2025_pwd_84634_1
2941/03Cash-Tender-8/2025 Dated 02-06-2025
Open Tender
Civil Works - Roads
Item Rate
90 days
Narendra Nagar (Tehri Garhwal)
As per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
E.E. CD, PWD, Narendranagar
₹8.2 L
Office of the S.E., 8th circle, PWD, New Tehri
6 Sept 2025
5 Jun 2025
20 Jun 2025
5 Jun 2025
18 Jun 2025
10 Jun 2025
9 Jun 2025
Amount
WBM Grading 3 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. by mechanical means
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Bituminous Macadam 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)
Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic 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. 509 complete in all respects.for Grading-II (bituminous binder @ 5.4 % of mix)
Clearance of hill side katcha drain by removal of earth from the choked hill side drain and disposing it on the valley side manually as directed by engineer in charge including supply of all material, labour, T&P etc. required for completion of work.
Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes
Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.
doon associates (BID ID -387193)
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