Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹365.77Accepted-AOC | ₹365.77 Quoted ₹3.7 Cr | L1 | Accepted-AOC Bid is responsive |
| 2 | L2₹3.7 Cr+₹3.9 L (1.07%)Rejected-Finance | ₹3.7 Cr+₹3.9 L (1.07%) | L2 | Rejected-Finance Bid is non responsive |
| 3 | Rejected-Technical 12 SADAR BAZAR CHAKRATA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical EQUIPMENT DETAIL NOT SUBMITTED AS PER MBD |
| 4 | Rejected-Technical | - | - | Rejected-Technical TECHNICAL PERSON AFFIDIVATE NOT SUBMITTED |
| 5 | Rejected-Technical | - | - | Rejected-Technical EPF CERTIFICATE NOT SUBMITTED |
Tender Value
₹3.7 Cr
EMD Value
₹7.4 L
Closing Date
20 Nov 2020, 1:00 pmClosed
CE URRDA
CE URRDA Sashstradhara Road Dehradun
UT-11-38 Fuleth -Kyara M.R. Km 5.000( Bhagdwarikhal) to Bhutsi MR Stage-II
2020_CCUK_101125_18
URRDA_1246_12102020
National Competitive Bid
Civil Works - Roads
Item Rate
270 days
PIU Tehri-2
Please refer to Technical Bid
4 documents required · 4 mandatory
₹5,900
CE URRDA
₹7.4 L
Mussoorie
19 Dec 2020
21 Oct 2020
20 Nov 2020
21 Oct 2020
20 Nov 2020
22 Oct 2020
27 Oct 2020
Amount
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 specifications for Rural Roads 2014. For making damaged Super elevation .
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)
Preparation and surface treatment of formation by removing mud and slurry,watering to the extent needed to maintain the desired moisture content, trimming tothe required line, grade, profile and rolling with three wheel 80-100 kN static roller,complete as per Technical Specification Clause 301.5.5.1
Construction of Hill side Kutcha Trapezoidal drain as per drawing (Top 0.60m, Bottom 0.30m & Height 0.40 to 0.60m as per site) in accordance with the requirement as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014
Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Construction of R.R. stone masonary in cement mortar 1:5 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.
Construction of R.R. stone masonary laid dry including bond stones, supply of all materials, labour,T&P & Royalty etc.required for proper completion of work as directed by Engineer-in-charge MORD Specification for Rural Roads 2014.
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
HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Cement plum masonry Block For Protection 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)
Providing and laying of boulder apron laid in wire crates 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 (crate size 3.00mx1.50mx1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Providing and fixing of edge stones on valley side of formation as per drawing and technical specification clause 1608.2.6 (Per No.)
Providing concrete for plain/reinforced concrete M-10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Nominal mix (1:2:4) P.C.C M20
15 mm thick Plaster with cement mortar (1:4) on Stone Works in substructure as per technical specification Clauses 613.4 & 1204
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915, Parapet
Construction of granular sub-base by providing well graded materials ..............Table 400.1-A Grading I Materials (CBR not less then 20) spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density ,complete as per clause 401 of MORD Specification for Rural Roads 2014. (for Stage-II only)
WBM Grading-2…..Manual MeansProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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 screenings/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 of MORD Specification for Rural Roads 2014
WBM Grading-3…..Manual MeansProviding, laying, spreading and compacting stone aggregates of specific sizes (53mm to 22.4 mm) to water bound macadam 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 screenings to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014
Providing and applying primer coat Low Porosity with bitumen emulsion (SS-1) on complying with IS:8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with Bitumen emulsion (rapid setting RS-1 garde complying with IS:8887) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces trated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Providing, Laying and rolling of cold mix open - graded premix carpet of 20mm thickness composed of 13.2mm and 11.2mm nimonal size aggregates using penetration grade cationic bitumen 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 riquired level and grades to be followed by seal coat of type B as per MOrd specification clause 506.2.
Providing and laying seal coat by Bitumenous emulsion as 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 508.
Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
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 standard drawing dully painted and written as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014.
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 standard drawing dully painted and written as directed by Engineer in charge/ as per IRC/ MORD Specification for Rural Roads 2014.
Construction of Reference Pillars , of length 300 mm, width 300 mm and height 400 mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications for rural roads.
Emergency Maintenance
Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611
1st Year
2nd Year
3rd Year
4th year
5th year
Deploying Hydraulic excavator of 0.90cum 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 compeletion 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 techniacal specification 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
Maintainance Activities:PBMC
Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains 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 specification clause 1903 .4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.5] 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. 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 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 1912.8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications 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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .