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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹4.4 L (2.83%)Admitted-Finance GANDAKHAAL PO BUWAKHAL DISTRICT PAURI GARHWAL | PAURI GARHWAL | UTTARAKHAND | 246001 | ₹1.6 Cr+₹4.4 L (2.83%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹6.4 L (4.07%)Admitted-Finance | ₹1.6 Cr+₹6.4 L (4.07%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹15.4 L (9.78%)Admitted-Finance | ₹1.7 Cr+₹15.4 L (9.78%) | L4 | Admitted-Finance |
| 5 | L5₹1.8 Cr+₹22.0 L (14.0%)Admitted-Finance | ₹1.8 Cr+₹22.0 L (14.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shoorbir Singh Chauhan L3 | Narendra Singh L2 | BALBIR SINGH L1 | CHUNNI LAL L7 | M/S CHANDRA MOHAN SINGH L8 | Daya Ram L5 | M/s Shiv Construction L4 | Puran Singh L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge.Including Re Gradation of Motor Road (hill side cutting/filling) As per Sanction Plan, X-section , L-section,Camber and Superelevation. | 1 | L.S. Job | 45,00,000 ₹45,00,000 | 39,00,000 ₹39,00,000 | 29,50,000 ₹29,50,000 Lowest | 51,00,000 ₹51,00,000 | 57,76,000 ₹57,76,000 | 55,00,000 ₹55,00,000 | 49,00,000 ₹49,00,000 | 56,00,000 ₹56,00,000 |
| 2.00 | Removal of Unsuitable Soil with Disposal For Dmping Zone Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.Sor 1-10-3,1-2-3 | 10,655.26 | Cum | 28.15 ₹2,99,945.57 | 23 ₹2,45,070.98 Lowest | 28.2 ₹3,00,478.33 | 28.1 ₹2,99,412.81 | 29.5 ₹3,14,330.17 | 25.75 ₹2,74,394.26 | 25.75 ₹2,74,394.26 | 25.37 ₹2,70,278.34 |
| 3.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mmand lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders inthe gabions).Sor 1-7-1 | 100 | Nos | 7,000 ₹7,00,000 | 7,900 ₹7,90,000 | 7,750 ₹7,75,000 | 8,130 ₹8,13,000 | 8,150 ₹8,15,000 | 7,091.89 ₹7,09,189.2 | 7,091.89 ₹7,09,189.2 | 6,985.51 ₹6,98,551.36 Lowest |
| 4.00 | Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.Sor 1-2 | 2,551.52 | Cum | 274.34 ₹6,99,984 | 200 ₹5,10,304 Lowest | 318 ₹8,11,383.36 | 334 ₹8,52,207.68 | 334 ₹8,52,207.68 | 300 ₹7,65,456 | 302 ₹7,70,559.04 | 320 ₹8,16,486.4 |
| 5.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix M10 Sor 11-4-1-1 | 173.21 | Cum | 4,056.26 ₹7,02,584.79 | 4,100 ₹7,10,161 | 4,407 ₹7,63,336.47 | 4,620 ₹8,00,230.2 | 4,633 ₹8,02,481.93 | 4,031.23 ₹6,98,249.69 | 4,031.23 ₹6,98,249.69 | 3,970.76 ₹6,87,775.95 Lowest |
| 6.00 | Random Rubble stone masonry for structure laid 1:6 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.Sor 1-6 | 1,601.2 | Cum | 2,832.22 ₹45,34,950.66 | 2,800 ₹44,83,360 Lowest | 3,110 ₹49,79,732 | 3,269 ₹52,34,322.8 | 3,269 ₹52,34,322.8 | 2,945 ₹47,15,534 | 2,950 ₹47,23,540 | 2,970 ₹47,55,564 |
| 7.00 | Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.Sor 1-5 | 197.82 | Cum | 606.61 ₹1,19,999.59 Lowest | 700 ₹1,38,474 | 720 ₹1,42,430.4 | 756 ₹1,49,551.92 | 756.5 ₹1,49,650.83 | 658.5 ₹1,30,265.06 | 658.5 ₹1,30,265.06 | 648.63 ₹1,28,311.09 |
| 8.00 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.(The reinforcement steel shall be procured from original (primary) steel producersas per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS1786:2008 clause no. 1.6).Sor 13-3 | 16.33 | M.T. | 54,703.18 ₹8,93,302.93 | 60,000 ₹9,79,800 | 57,850 ₹9,44,690.5 | 60,820 ₹9,93,190.6 | 60,826 ₹9,93,288.58 | 52,919.4 ₹8,64,173.85 Lowest | 52,919.4 ₹8,64,173.85 Lowest | 53,000 ₹8,65,490 |
| 9.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Concrete Mixer RCC Grade M30.Sor 12-8-G-1 | 166.43 | Cum | 5,449.34 ₹9,06,933.66 | 5,950 ₹9,90,258.5 | 5,755 ₹9,57,804.65 | 6,080 ₹10,11,894.4 | 6,080 ₹10,11,894.4 | 5,263.67 ₹8,76,033.26 | 5,263.67 ₹8,76,033.26 | 5,200 ₹8,65,436 Lowest |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix M-20 in water way.Sor 11-4-3-1 | 9.55 | Cum | 418.84 ₹3,999.92 Lowest | 4,900 ₹46,795 | 4,900 ₹46,795 | 5,154 ₹49,220.7 | 5,154 ₹49,220.7 | 4,484.5 ₹42,826.99 | 4,484.5 ₹42,826.99 | 4,417.23 ₹42,184.59 |
Tender Value
Refer Docs
EMD Value
₹4.4 L
Closing Date
29 Jul 2021, 11:00 amClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Improvement of Bijau Kuitha Khattar motor road km 1 to 5 in Chakrata Vidhansabha, Distt. Dehradun under State Sector.
2021_pwd_34472_1
5028/1C-9/21, Dated 09.07.2021
Open Tender
Civil Works - Roads
Item Rate
365 days
Bijau Kuitha Khattar M/R km 1 to 5
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Sahiya
₹4.4 L
Superintending Engineer, 9th Circle, PWD, Dehradun
13 Aug 2021
14 Jul 2021
29 Jul 2021
14 Jul 2021
29 Jul 2021
20 Jul 2021
20 Jul 2021
Amount
Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge.Including Re Gradation of Motor Road (hill side cutting/filling) As per Sanction Plan, X-section , L-section,Camber and Superelevation.
Removal of Unsuitable Soil with Disposal For Dmping Zone Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.Sor 1-10-3,1-2-3
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mmand lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders inthe gabions).Sor 1-7-1
Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.Sor 1-2
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix M10 Sor 11-4-1-1
Random Rubble stone masonry for structure laid 1:6 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.Sor 1-6
Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.Sor 1-5
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.(The reinforcement steel shall be procured from original (primary) steel producersas per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS1786:2008 clause no. 1.6).Sor 13-3
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications Using Concrete Mixer RCC Grade M30.Sor 12-8-G-1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix M-20 in water way.Sor 11-4-3-1
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.Sor 12-9
WBM Grading 1 Providing, laying, spreading and compactingstone aggregates of specific sizes to waterbound macadam specification includingspreading in uniform thickness, handpacking, rolling with three wheel 80-100 kNstatic 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 1 as per Technical Specification Clause 405. Using Binding Material By Machanical Means.Sor (As per Analysis)
Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan.sor 1-1-1-A
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications).Sor 1-6
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.Sor 3-3
Narendra Singh
Shoorbir Singh Chauhan
M/s Shiv Construction
Daya Ram
Puran Singh
CHUNNI LAL
M/S CHANDRA MOHAN SINGH
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