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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹9.4 L (4.54%)Admitted-Finance | ₹2.2 Cr+₹9.4 L (4.54%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹24.8 L (11.9%)Admitted-Finance NEAR PWD CAMPUS LOHAGHAT DISTRICT CHAMPAWAT UTTARAKHAND | DEHRADUN | CHAMPAWAT | UTTARAKHAND | ₹2.3 Cr+₹24.8 L (11.9%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 Cr+₹36.8 L (17.7%)Admitted-Finance | ₹2.4 Cr+₹36.8 L (17.7%) | L4 | Admitted-Finance |
| 5 | L5₹2.7 Cr+₹64.2 L (31.0%)Admitted-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹2.7 Cr+₹64.2 L (31.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS DALIP SINGH ADHIKARI L5 | BHUWAN CHANDRA NARIYAL L2 | HEMANT KUMAR RAI L1 | Laxmi Datt Binwal L3 | GANGA PRASAD PUNETHA L8 | ROOP SINGH KATHAYAT L6 | Satish Chandra Pandey L7 | M/s Soun Construction L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | PART A- Main Work
Earthwork in Hill Road (hill side cutting/filling)-excavation in hilly area for construction of road in all types of soil & rock with E&B and BLB as met at site trun 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. | 1 | LS Job | 17,04,067.68 ₹17,04,067.68 | 8,00,000 ₹8,00,000 | 5,00,000 ₹5,00,000 | 9,10,000 ₹9,10,000 | 19,53,719.86 ₹19,53,719.86 | 18,50,000 ₹18,50,000 | 19,00,000 ₹19,00,000 | 3,00,000 ₹3,00,000 Lowest |
| 2.00 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 700.63 | Cum | 369.38 ₹2,58,798.71 | 250 ₹1,75,157.5 | 361 ₹2,52,927.43 | 300 ₹2,10,189 | 423.5 ₹2,96,716.81 | 400 ₹2,80,252 | 420 ₹2,94,264.6 | 100 ₹70,063 Lowest |
| 3.00 | Random Rubble Masonary laid dry in wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour, T & P & royality etc,required for proper complition of work. | 841.63 | Cum | 2,054.33 ₹17,28,985.76 | 1,600 ₹13,46,608 Lowest | 2,003 ₹16,85,784.89 | 1,680 ₹14,13,938.4 | 2,355.3 ₹19,82,291.14 | 2,300 ₹19,35,749 | 2,300 ₹19,35,749 | 2,000 ₹16,83,260 |
| 4.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. | 203.07 | Cum | 3,673.95 ₹7,46,069.03 | 3,000 ₹6,09,210 Lowest | 3,582 ₹7,27,396.74 | 3,200 ₹6,49,824 | 4,212.2 ₹8,55,371.45 | 4,200 ₹8,52,894 | 4,200 ₹8,52,894 | 3,000 ₹6,09,210 Lowest |
| 5.00 | H.P stone filling in back of wallls including cost of all materials ,royality. T&P etc. complete. | 139.41 | Cum | 931.61 ₹1,29,875.75 | 800 ₹1,11,528 | 908.4 ₹1,26,640.04 | 700 ₹97,587 | 1,068.1 ₹1,48,903.82 | 1,000 ₹1,39,410 | 1,060 ₹1,47,774.6 | 600 ₹83,646 Lowest |
| 6.00 | Providing concrete for plain/reinforced concrete in open foundation Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 . | 76.15 | Cum | 6,076.91 ₹4,62,756.7 | 6,000 ₹4,56,900 | 5,925 ₹4,51,188.75 | 6,000 ₹4,56,900 | 6,967.2 ₹5,30,552.28 | 6,940 ₹5,28,481 | 6,950 ₹5,29,242.5 | 5,000 ₹3,80,750 Lowest |
| 7.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M25 Height upto 5m Using concrete Mixer | 8.4 | Cum | 7,738.08 ₹64,999.87 | 8,871.74 ₹74,522.62 | 7,545 ₹63,378 | 8,000 ₹67,200 | 8,871.74 ₹74,522.62 | 8,860 ₹74,424 | 8,860 ₹74,424 | 7,000 ₹58,800 Lowest |
| 8.00 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS1786:2008 clause no. 1.6) | 2.22 | Qtl. | 5,904.76 ₹13,108.57 Lowest | 6,769.83 ₹15,029.02 | 6,760 ₹15,007.2 | 6,600 ₹14,652 | 6,769.83 ₹15,029.02 | 6,750 ₹14,985 | 6,760 ₹15,007.2 | 6,500 ₹14,430 |
| 9.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204(In cement mortar (1:5) | 298.91 | Cum | 4,140.07 ₹12,37,508.32 | 3,200 ₹9,56,512 | 4,035 ₹12,06,101.85 | 4,200 ₹12,55,422 | 4,746.6 ₹14,18,806.21 | 4,730 ₹14,13,844.3 | 4,740 ₹14,16,833.4 | 3,000 ₹8,96,730 Lowest |
| 10.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1minterval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 42 | Cum | 2,550.01 ₹1,07,100.42 | 2,923.6 ₹1,22,791.2 | 2,490 ₹1,04,580 Lowest | 2,700 ₹1,13,400 | 2,923.6 ₹1,22,791.2 | 2,850 ₹1,19,700 | 2,920 ₹1,22,640 | 2,600 ₹1,09,200 |
Tender Value
Refer Docs
EMD Value
₹6.2 L
Closing Date
28 Nov 2024, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Improvement and asphalting work of Takkhandak-Karauli motor road and three-year maintenance work in Lohaghat constituency of Champawat district under Honorable Chief Ministers announcement number 554/2023 (Length 5.00 Km.).
2024_pwd_77460_2
5454/208(Yata-D)-03/2024 Dated 25-10-2024
Open Tender
Civil Works - Roads
Item Rate
365 days
Champawat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Champawat
₹6.2 L
SE 3rd Circle PWD Pithoragarh
30 Dec 2024
29 Oct 2024
28 Nov 2024
29 Oct 2024
28 Nov 2024
30 Oct 2024
14 Nov 2024
Amount
PART A- Main Work Earthwork in Hill Road (hill side cutting/filling)-excavation in hilly area for construction of road in all types of soil & rock with E&B and BLB as met at site trun 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.
Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Random Rubble Masonary laid dry in wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour, T & P & royality etc,required for proper complition of work.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.
H.P stone filling in back of wallls including cost of all materials ,royality. T&P etc. complete.
Providing concrete for plain/reinforced concrete in open foundation Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 .
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M25 Height upto 5m Using concrete Mixer
Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS1786:2008 clause no. 1.6)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204(In cement mortar (1:5)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1minterval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
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 1 as per Technical Specification Clause 405..[Grading of no-1] (45-90 mm size). 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 1 as per Technical Specification Clause 405.. By Mechanical Means[Grading of no-1] (45-63 mm size).
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 1 as per Technical Specification Clause 405.. By Mechanical Means[Grading of no-1] (22.4-50 mm size).
Construction of coolie walling including supply ofallmaterial, labour,T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Construction of Embankment with Material Obtained from Roadway Cutting 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
Low 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 0.70-1.0 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
Seal Coat with Emulsion 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 Technical Specification Clause 510 Type B
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical pecification Clause 1703.Ordinary Kilometer Stone (Precast)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.200 m stone (precast)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.RCC grade M 25
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202
Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203(Nominal mix (1:2.5:5)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Nominal mix (1:2:4)
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Pointing with cement mortar (1:3) on Stone work as per drawing and technical specification Clauses 613.3 and 1204
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means
PART B- Maintenance Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.
1st year
2nd year
3rd year
Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
1st year
2nd year
3rd year
Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair,repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908
1st year
2nd year
3rd year
Maintenance of Causeway Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts,repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909
1st year
2nd year
3rd year
Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
1st year
2nd year
3rd year
Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
1st year
2nd year
3rd year
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
1st year
2nd year
3rd year
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion
1st year
2nd year
3rd year
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914
1st year
2nd year
3rd year
1st year
2nd year
3rd year
1st year
2nd year
3rd year
BHUWAN CHANDRA NARIYAL (BID ID -346696)
Laxmi Datt Binwal (BID ID -346854)
M/s Soun Construction (BID ID -346843)
MS DALIP SINGH ADHIKARI (BID ID -346583)
ROOP SINGH KATHAYAT (BID ID -346794)
Satish Chandra Pandey (BID ID -346759)
GANGA PRASAD PUNETHA (BID ID -346774)
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