Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹1.6 Cr (70.0%)Admitted-Finance | ₹3.9 Cr+₹1.6 Cr (70.0%) | L2 | Admitted-Finance |
| 3 | L3₹4.0 Cr+₹1.7 Cr (72.7%)Admitted-Finance | ₹4.0 Cr+₹1.7 Cr (72.7%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| 5 | Not Admitted-Fee/PreQual/Technical 11 RAJPUR ROAD DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L1 | M/S ANIL GUSAIN L3 | Baluni Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 4,880 | Cum | 330 ₹16,10,400 Lowest | 350 ₹17,08,000 | 350 ₹17,08,000 |
| 2.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 480 | Cum | 4,309 ₹20,68,320 | 3,990 ₹19,15,200 Lowest | 3,992 ₹19,16,160 |
| 3.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25 | 1,471.45 | Cum | 6,675 ₹98,21,928.75 | 6,100 ₹89,75,845 | 6,099 ₹89,74,373.55 Lowest |
| 4.00 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 71.42 | Mt | 70,960 ₹50,67,996.16 | 60,000 ₹42,85,227.87 Lowest | 60,002 ₹42,85,370.71 |
| 5.00 | 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 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 By Mechanical Means. | 384 | Cum | 2,164 ₹8,30,976 Lowest | 2,600 ₹9,98,400 | 2,604 ₹9,99,936 |
| 6.00 | 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 2 as per Technical Specification Clause 405 By Mechanical Means. | 320 | Cum | 2,251 ₹7,20,320 Lowest | 2,900 ₹9,28,000 | 2,898 ₹9,27,360 |
| 7.00 | 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. | 256 | Cum | 2,267 ₹5,80,352 Lowest | 3,000 ₹7,68,000 | 2,999 ₹7,67,744 |
| 8.00 | Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 3,200 | Sqm | 44.5 ₹1,42,400 Lowest | 5,500 ₹1,76,00,000 | 5,300 ₹1,69,60,000 |
| 9.00 | 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. | 3,200 | Sqm | 12 ₹38,400 Lowest | 25 ₹80,000 | 27 ₹86,400 |
| 10.00 | 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) | 160 | Cum | 7,650 ₹12,24,000 Lowest | 9,000 ₹14,40,000 | 8,998 ₹14,39,680 |
Tender Value
Refer Docs
EMD Value
₹4.6 L
Closing Date
18 Sept 2021, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Under CM announcement no. 40/2020, Reformation of Road and Drain Formation in I.S.B.T -Turner road, Turner road Ward no. 78, Dharampur Constituency Area, Dist. Dehradun after encroachment and demolition as per or orders of Honble high court.
2021_pwd_36059_1
6941/1C-9/21, Dated 26.08.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Turner road Ward no. 78
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Const. Div., PWD, Dehradun
₹4.6 L
Superintending Engineer, 9th Circle, PWD, Dehradun
11 Oct 2021
3 Sept 2021
18 Sept 2021
3 Sept 2021
18 Sept 2021
10 Sept 2021
9 Sept 2021
Amount
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203R.C.C. grade M 25
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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 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 By Mechanical Means.
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 2 as per Technical Specification Clause 405 By Mechanical Means.
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.
Medium porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
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)
Tack Coat 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 Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, 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. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification sign with corrosion resistant 2mm thick DG Grade Type XI retro- reflective cautionary, mandatory, informatory sign board with 10 year warranty as per IRC:67 made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting of letters on Electro cut film, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. (Clause No. 801 of MORTH)
Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of corrosion resistant 2mm thick Type IV retroreflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67, made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cemen concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as pe approved drawing, issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH).900 mm equilateral triangle.
Baluni Enterprises
M/S ANIL GUSAIN
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .