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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance NEAR PWD COLONY LOHAGHAT CHAMPAWAT UTTARAKHAND | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical Not Admitted |
| 4 | Rejected-Technical | Rejected-Technical Not Admitted |
| 5 | Rejected-Technical | Rejected-Technical Not Admitted |
Tender Value
Refer Docs
EMD Value
₹14.3 L
Closing Date
30 Apr 2025, 3:00 pmClosed
Superintending Engineer 2nd Circle PWD , Nainital
Office of the Superintending Engineer 2nd Circle PWD , Nainital
Improvement and melting work of Patuwadangar to Kalaun Dangad (Chopda) motor road constructed by Nainital Forest Department in the assembly and district Nainital
2025_pwd_82630_1
1061/41 M -2/24-25 dated 26-03-2025
Open Tender
Civil Works - Roads
365 days
Nainital
As per attached SBD
2 documents required · 2 mandatory
₹5,900
Executive Engineer PD PWD nainital
₹14.3 L
Superintending Engineer 2nd Circle PWD , Nainital
2 Jun 2025
9 Apr 2025
30 Apr 2025
9 Apr 2025
30 Apr 2025
14 Apr 2025
9 Apr 2025 - 30 Apr 2025
11 Apr 2025
Amount
Hill Side Cutting in defect cutting For Making Road of Regarding In All Type Of soil , rock and hard rock For Making The Road As per Plan & L - Section Including Uprooting And Cutting of Bushes,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Material And Debries up To Distance Of 30m. From Road site As Directed By Engineer-in-Charge and As Per P.W.D. Specification Also Including All Labour, Machinery, Silent Explosive And T&P Etc.Required for Proper Completion of the Work.
Excavation in foundation for retaining, breast walls etc, in all types of soil sand rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls ,retaining walls, etc. Including supply of all material, labour, T&P and royaltiies etc. Complete as per drawing and technical specifications Clauses 702, 704,1202 & 1203 of MORD Specifiction
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
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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix (1:2:4) At top of R/W
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
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 00mmx120 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).
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.20sqm 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.Manual Means
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C Grade m-15 ( 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 & 1203. R.C.C grade M 25
Cement plum Concrete 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 P.C.C. grade M 20
Reinforced cement concrete M15 grade kilometre stone/local stone of standarddesign 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 5th Kilometre Stone (precast)
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 structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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, 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 manual 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By manual means
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
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification The binder of premix wearring course shall be cationic Bitumen emulsion of Medium setting (ms) grade complying with Is 8887 or as specified in the Contract
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
Seal Coat Providing and laying seal coat 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 Case-1: Type B Bitumen (VG-10)
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
Reinforced cement concrete M15 grade 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)
Providing and erecting direction and place identification retro-reflectorised sign as sq.m per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick 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 cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600 mm equilateral triangle
IST YEAR Maintenance
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 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.
Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge.
White washing two coat on parapet walls and tree trunks including prepration of surface by cleaning scraping etc. as per technical specification clause 1915.
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.
IInd YEAR Maintenance
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 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.
Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge.
White washing two coat on parapet walls and tree trunks including prepration of surface by cleaning scraping etc. as per technical specification clause 1915.
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.
IIIrd Year Maintenance
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 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.
Cleaning of fully choked scupper and catchpit complete as directed by the Engineer-in-charge.
White washing two coat on parapet walls and tree trunks including prepration of surface by cleaning scraping etc. as per technical specification clause 1915.
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.
WBM Grading III 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 per Technical Specification Clause 405.
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
Laxmi Datt Binwal (BID ID -377825)
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