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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹235.11Accepted-AOC | ₹235.11 Quoted ₹2.4 Cr | L1 | Accepted-AOC Bid is responsive |
| 2 | L2₹2.4 Cr+₹2.4 L (1.01%)Rejected-Finance | ₹2.4 Cr+₹2.4 L (1.01%) | L2 | Rejected-Finance Bid is non responsive |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
18 Feb 2020, 1:00 pmClosed
CE URRDA
Ist floor in Directorate of panchayati raj opposite IT Park, Shastradahra Road Dehradun, Uttarakhand
UT-11-20 Balance Works of Sendul Konti Bagangaon-Kireth Paturgaon MR Stage-II
2020_CCUK_89060_1
URRDA_2769_25012020
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
TEHRI
Please refer Technical bid
4 documents required · 4 mandatory
₹3,000
URRDA
₹3.3 L
MUSSOORIE
17 Oct 2020
4 Feb 2020
18 Feb 2020
4 Feb 2020
18 Feb 2020
7 Feb 2020
7 Feb 2020
Amount
Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MoRD specification clause 305 (R/W, B/W, Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit, drain etc.)
Construction of R. R. stone masonary laid dry including supply of all materials, labour, t&p & royalty etc, required for proper completion of work as directed by Engineer-in-charge and MoRD specifications Clause 700 &1604. (R/W, B/W, Dry Scupper, Catchpit etc.)
Construction of R. R . stone masonary in cement mortar 1:6 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MoRD specifications Clause 700 &1604. (R/W, B/W, Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit, drain etc.)
H.P. stone filling in back of structures including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7. (R/W, B/W, Culvert, etc.)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG
Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)
Flush Pointing with 1:3 cement Sand mortar including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.(Parapet)
15 mm thick Plastering with 1:4 cement Sand mortar including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.(Parapet,Pucca K.C.drain)
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MORD Specification for Rural Roads 2014
Providing and laying of concrete for plain concrete for structures including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 20.
Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p & royaltyetc, required for proper completion of work as directed by Engineer-in-charge and MoRD specifications Clause 700 &1604. (R/W, B/W, Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit, drain etc.)
Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,T&P, royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 P.C.C grade M 10.
Supplying, fitting, and placing HYSD bar reinforcement in tonnesuperstructure complete as per drawing and technicalspecifications Clauses 1002, 1010 and 1202.(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 ofMORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
Providing and laying reinforced cement concrete insuperstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25
Construction of granular sub-base - 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. (Using naturally occuring gravel) (Thickness of G.S.B. Leyer - 100mm.)
WBM Grading 3:By Mechanical Means-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 3 as per Technical Specification Clause 405.
Prime Coat Medium 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 0.70-1.2 kg/sqm using mechanical means as per MORD Specification Clause 502 (emulsion used for cold mix shall be from a supplier who will be authorised supplier of 'IPR' owner i.e CRRI, Delhi )
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD Specification Clause 503. (emulsion used for cold mix shall be from a supplier who will be authorised supplier of 'IPR' owner i.e CRRI, Delhi)
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (emulsion used for cold mix shall be from a supplier who will be authorised supplier of 'IPR' owner i.e CRRI, Delhi)
Providing and laying seal coat by Bitumen /Bituminious Emulsion (Tailor made binder) as binder for 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 (emulsion used for cold mix shall be from a supplier who will be authorised supplier of 'IPR' owner i.e CRRI, Delhi)
Removal of land slides (Slip clearance) in all type of soil and rock by mechanical means/ manual means and disposal of safe side only in after completion of hill side cutting as per road design as directed by Engineer-in-charge and MORD specifications , Clause 1611 . (Slip clearence considered only those reaches where the Hill side cutting has been completed and handed over to Engineer -In- Charge.
Disposal of slip by Tipper (5cum) Per Hour
Construction of Embankment with material obtained from Roadway Cutting/with approved materials deposited at site from roadway as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014 (Filling/Patri Filling)
Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90
Excavation in Cutting in all type of Soil and rock by manual means with lead up to 50 M for carrying of cut earth to embankment ( Half cut and half fill ) as directed by Engineer-in-charge and MORD Specification Clause 302.3 For making damaged super Elevation.
Providing edge stones on valley side of formation as directed by Engineer-in-charge and MORD Specification Clause 1608.4
Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.11.
Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written and as directed by Engineer in charge. as per MORD specification Clause 1701
Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 .
Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .
Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .
Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .
Direction and place indentification sign board up to 0.9 sqm size board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and as directed by Engineer in charge/ as per Clause 1701of MORD Specification for Rural Roads 2014. .
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing, directed by Engineer-in-charge and MORD Specification Clause 1703.
kilometer stone (precast).
200 m stone (precast
Maintainance Activities:
Emergency Maintenance
Major Slip Clearence in all type of soils, Rocks and boulders including cost of all material, Machine, T&p etc required for proper completion of work as per MoRD specifications of work 1611.
1st Year
2nd Year
3rd Year
4th Year
5th Year
Deploying Hydraulic Excavators of 0.90 cum Bucket for clearence of Major Slip in all type of Soil, Rock and Boulders including its Operator, POL, and all other charges required for proper completion of work.
1st Year
2nd Year
3rd Year
4th Year
5th Year
Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications 1301.
1st Year
2nd Year
3rd Year
4th Year
5th Year
Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90 (For Opening Communication Only)
1st Year
2nd Year
3rd Year
4th Year
5th Year
Routine Maintenance Under PBMC
Maintenance Under PBMC for (1) Trimming of grass and weeds from the shoulders/Berms and disposing of the same to suitable locations as per technical specification clause 1914. (2) Maintenance of road side drain including minor slip clearence reshaping, deepening and regrading as well as catch water drains as per technical specification clause 1907. (3) Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per technical specification clause 1903 (4) Maintenance of scuppers & culverts by way of clearing, cleaning, erosion repair, repair to crack, parapet walls and protection works as per technical specification clause 1908. (5) Maintenance of Causeway by way of minor surface repairs, replacing guide posts, repair of fixed gauges, removal of debris providing boulders and protection works and painting as per technical specification clause 1909. (6) Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. (7)Maintenance of 200 metre, km stones, by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 meter, km stone and 5th km stone as per drawing and technical specification Clause 1912. (8)Repairing of pot holes by removal of loose material, trimming of sides, cleaning of surface and providind tack coat bitumen emulsion and patch repair with 20 mm thick premix carpeting and type B seal coat using biyumen bitumen emuision(in 3rd and 5th year) (9)Two coat White washing on parapet walls of CD work, edge stones, tree truncks and prominent rocks, patches on hill sides including preparation of surface by cleaning scrapping etc. as per Technical specification Clause 191.
1st Year
2nd Year
3rd Year
4th Year
5th Year
M/S BEER CHAND RAMOLA
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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