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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹2.6 L (2.12%)Admitted-Finance GRAM DHARI PALLI PO KALOGI TEHSIL BADKOT DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹1.3 Cr+₹2.6 L (2.12%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical VILLAGE POST KATHOUD DIST TEHRI GARWAL 249146 | KATHOUD | TEHRI GARWAL | UTTARAKHAND | 249146 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | DEV SINGH NEGI L1 | Om Prakash Uniyal L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in hill side cutting for construction of road in all type of soil & rock which may be met during execution of work as per approved plan L-section including disposal of all material 30 M.leads and 1.5 M lift as per direction by engineer I/C dressing of road surface after cutting work.removel & uprooting of trees & bushes also including all labour T&P etc.required for proper completion of the work. As per SOR No. 112625 33-1-1, 112627 33-2, 112628 33-3-1 | 1 | One Job (L.s) | 2,00,000 ₹2,00,000 Lowest | 3,44,000 ₹3,44,000 |
| 2.00Improvement of superelevation and Re-gradeing slopes | |||||
| 2.10 | Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. as per SOR 109564 3-5-2 | 184.2 | Cum | 35 ₹6,447 Lowest | 48 ₹8,841.6 |
| 2.20 | E&B filling both for Re-Gradeing & Super Elevation Rate as per sor 3-3 | 184.2 | Cum | 60 ₹11,052 Lowest | 69 ₹12,709.8 |
| 2.30 | Construction of coolie walling including supply of all material, labour, T&P etc. For Superelevation | 72 | Cum | 1,100 ₹79,200 Lowest | 1,411 ₹1,01,592 |
| 3.00 | 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, having P.I (4-6) 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..[Grading of no-1] (45-90 mm size). as per SOR 4-7-1-A | 843.37 | Cum | 2,134 ₹17,99,751.58 Lowest | 2,294 ₹19,34,690.78 |
| 4.00 | Providing, 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, having P.I (4-6) 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.[Grading of no-2] (45-63 mm size). as per SOR 4-7-2-A | 585.68 | Cum | 2,300 ₹13,47,064 Lowest | 2,466 ₹14,44,286.88 |
| 5.00 | Providing, 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 perTechnical Specification Clause 405.[Grading of no-3] (22.4 - 53 mm size).as per SOR 4-7-3-A | 585.68 | Cum | 2,500 ₹14,64,200 Lowest | 2,623 ₹15,36,238.64 |
| 6.00Construction of R/Wall, B/Wall :- | |||||
| 6.10 | 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 as per SOR 1-2 | 179.28 | Cum | 250 ₹44,820 Lowest | 368 ₹65,975.04 |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
22 Feb 2024, 3:00 pmClosed
Superintending Engineer
Office of the 8th Circle, PWD, New Tehri.
Strengthening and Improvement work of Nail Jaledi motor road in Chamba block of district Tehri Garhwal under state sector.
2024_pwd_69200_1
545/08Cash-Tender-8/2022 Date 27-01-2024
Open Tender
Civil Works - Roads
Item Rate
365 days
Chamba (Tehri Garhwal)
As Per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
Yes
EE CD PWD Chamba
₹3.1 L
8th Circle, PWD, New Tehri.
15 Mar 2024
8 Feb 2024
23 Feb 2024
8 Feb 2024
22 Feb 2024
12 Feb 2024
12 Feb 2024
Amount
Earth work in hill side cutting for construction of road in all type of soil & rock which may be met during execution of work as per approved plan L-section including disposal of all material 30 M.leads and 1.5 M lift as per direction by engineer I/C dressing of road surface after cutting work.removel & uprooting of trees & bushes also including all labour T&P etc.required for proper completion of the work. As per SOR No. 112625 33-1-1, 112627 33-2, 112628 33-3-1
Improvement of superelevation and Re-gradeing slopes
Excavation in Soil with Dozer with lead upto 100 m :Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. as per SOR 109564 3-5-2
E&B filling both for Re-Gradeing & Super Elevation Rate as per sor 3-3
Construction of coolie walling including supply of all material, labour, T&P etc. For Superelevation
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, having P.I (4-6) 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..[Grading of no-1] (45-90 mm size). as per SOR 4-7-1-A
Providing, 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, having P.I (4-6) 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.[Grading of no-2] (45-63 mm size). as per SOR 4-7-2-A
Providing, 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 perTechnical Specification Clause 405.[Grading of no-3] (22.4 - 53 mm size).as per SOR 4-7-3-A
Construction of R/Wall, B/Wall :-
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 as per SOR 1-2
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 as per SOR 1-3
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, cuppers, etc.including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications ) as per SOR 1-4
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.as per SOR 1-5
Premix carpet as per PWD Specificationstation-
Prime Coat 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
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B and Type C as per Technical Specification Clause 510 Bitumen (VG-10)
Earth work in Pattri filling in shoulders after soling,inter,top coat, including construction of coolie walls.
Construction of coolie walling including supply of all material, labour, T&P etc.
E&B filling both side of road patri Rate as per sor 3-3
Pucca Drain :- Construction of hill side drain in accordance with the requirement of specificationstrue to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
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 as per SOR 1-2
Plain cement concrete M10 grade as per SOR 11-4-1-2
Plain cement concrete M15 grade as per SOR 11-4-2-2
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 as per SOR 1-2 (Katcha Drain)
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 drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction for Parapet
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) 10-10-(ii)
200 m stone (precast) 10-10-(iii)
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
900 mm equilateral & triangle SOR No. 10-2-B-(i)
600 mm equilateral & triangle SOR No. 10-2-B-(ii)
600 mm x 450 mm rectangular 10-2-B-5
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 SOR No.1-12
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 ( if Concrete Required for Vertical post Fixing will be paid extra)
Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m 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 302.3.11
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)
Maintenance of road 1st 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 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
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
Maintenance of road 2nd 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 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
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 with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion
Maintenance of road 3nd 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 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
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
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
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 with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion
Om Prakash Uniyal
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