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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹8.1 L (3.26%)Admitted-Finance AT 0 CIVIL LINES DISTRICT PAURI GARHWAL | ₹2.6 Cr+₹8.1 L (3.26%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Birendra Singh Bisht L2 | Dhan Pal Chand Ramola L1 |
|---|---|---|---|---|---|
| 1.00 | WBM Grading 1Providing, 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Mechanical Means | 1,318.28 | Cum | 2,800 ₹36,91,170 | 2,700 ₹35,59,342.5 Lowest |
| 2.00 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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 | 925.31 | Cum | 2,900 ₹26,83,406.25 | 2,870 ₹26,55,646.88 Lowest |
| 3.00 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 | 1,181.25 | Cum | 2,950 ₹34,84,687.5 | 2,932 ₹34,63,425 Lowest |
| 4.00 | Earth work in patri filling with local soil E&B for making proper patri filling including ramming, watering, dressing the surface to the required level & slope also including supply of all materials, labour, T&P etc required for proper completion of patri filling after G-1, G-2 and G-3 coat as per specification on the both side of pavement. | 988 | Cum | 70 ₹69,160 | 69 ₹68,172 Lowest |
| 5.00 | 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) | 583.5 | Cum | 1,400 ₹8,16,900 | 1,390 ₹8,11,065 Lowest |
| 6.00 | Prime Coat Low porosityProviding 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 echnical Specification Clause 502 | 15,750 | Sqm | 45.5 ₹7,16,625 | 44.1 ₹6,94,575 Lowest |
| 7.00 | 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. | 15,750 | Sqm | 15 ₹2,36,250 | 14.2 ₹2,23,650 Lowest |
| 8.00 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508. (Bitumen (VG-10) (Mechanical Means) | 15,750 | Sqm | 190 ₹29,92,500 | 185 ₹29,13,750 Lowest |
| 9.00 | Providing and laying seal coat By Manual Means. sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510 (With VG-10 grade Bitumen) | 15,750 | Sqm | 65 ₹10,23,750 | 64 ₹10,08,000 Lowest |
| 10.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 2,018.06 | Cum | 450 ₹9,08,127.45 | 360 ₹7,26,501.96 Lowest |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
13 Feb 2024, 3:00 pmClosed
Superintending Engineer
Office of the 8th Circle, PWD, New Tehri.
Improvement and Damarikaran work of Bugala Sansman motor road in Narendranagar constituency of district Tehri Garhwal, Under CM Ghosana No. 1034/2021
2024_pwd_68548_1
6905/03Cash-Tender-8/2022 Date 30-12-2023
Open Tender
Civil Works - Roads
Item Rate
450 days
Narendranagar Tehri Garhwal
As Per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
EE CD PWD Narenderanagar
₹5.9 L
8th Circle, PWD, New Tehri.
19 Feb 2024
30 Jan 2024
14 Feb 2024
30 Jan 2024
13 Feb 2024
2 Feb 2024
2 Feb 2024
Amount
WBM Grading 1Providing, 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. By Mechanical Means
WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
Earth work in patri filling with local soil E&B for making proper patri filling including ramming, watering, dressing the surface to the required level & slope also including supply of all materials, labour, T&P etc required for proper completion of patri filling after G-1, G-2 and G-3 coat as per specification on the both side of pavement.
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)
Prime Coat Low porosityProviding 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 echnical 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.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508. (Bitumen (VG-10) (Mechanical Means)
Providing and laying seal coat By Manual Means. sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510 (With VG-10 grade Bitumen)
Excavation in foundation for retaining & breast 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 breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,T & P & royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
H.P stone filling for const of retaining wall i/c all lead and lift supply of all materials, Labour, T& P etc required for proper completion of work.
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions)
Providing concrete for plain/ reinforced concrete 1:3:6 (M-10) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Providing concrete for plain/ reinforced concrete 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-20)
Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702,
Providing concrete for plain/ reinforced concrete (1:1.5:3) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-25)
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. (As per PWD Uttarakhand specifications)
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 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 200 m Hecto Meter stone (precast)
Construction of precast R.C.C. edge stone of size 12 x 12 x 60 cm with nominal reinforcement as per drawing including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge.
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
3 YEARS MAINTENANCE First Year
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.
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.
Maintenance of 1 M span sucpper i/c opening of scupper i/c supply as all material labour T&P.
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
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
Second Year
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.
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.
Maintenance of 1 M span sucpper i/c opening of scupper i/c supply as all material labour T&P.
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
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
Third Year
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.
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.
Maintenance of 1 M span sucpper i/c opening of scupper i/c supply as all material labour T&P.
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
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
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
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
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2
Birendra Singh Bisht
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