Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹209.80Accepted-AOC TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹209.80 Quoted ₹2.1 Cr | L1 | Accepted-AOC Bid is responsive |
| 2 | L2₹2.1 Cr+₹1.7 L (0.81%)Rejected-Finance | ₹2.1 Cr+₹1.7 L (0.81%) | L2 | Rejected-Finance Bid is non responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bid is not Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bid is not Responsive |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
8 Sept 2020, 1:00 pmClosed
CE URRDA
Ist Floor in Directorate panchayati raj Opposite IT Park, Shastradhara Road Dehradun, Uttarakhand 0135-2608125
Construction and Maintenance (5 years) of Jakhpant-Munakot to Chauri Motor Road, Stage-II, Length -4.000 Km. Phase-XVII (WB)
2020_CCUK_97949_1
UT0989
National Competitive Bid
Civil Works - Roads
Item Rate
180 days
EE, PMGSY Division PWD Pithoragarh-2
Please Refer Technical Bid
4 documents required · 4 mandatory
₹4,130
URRDA
₹4.2 L
SE PMGSY Circle Pithoragarh
29 Oct 2020
18 Aug 2020
8 Sept 2020
18 Aug 2020
8 Sept 2020
20 Aug 2020
21 Aug 2020
Amount
Earth Work
Repairs of damages caused by rain/spillage of water, preparation and surface treatment of formation by removing mud and slurry filling ruts complete as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014 For subgrade prepration
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3. For making damaged Super elevation .
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. For Shoulder 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
SUB-BASE WORK
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 Gravel mix soil
BASE WORK
WBM Grading-2…..Mechnical Means Providing, laying, spreading and compacting stone aggregates of specific sizes(63mm to 45 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 (Type B-11.2 mm) and binding material 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…..Mechnical Means Providing, 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 (Type B-11.2 mm) 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
SURFACING WORK
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. (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI New Delhi)
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. (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI New Delhi)
Providing laying and rolling of cold mixed open graded Premix carpet of 20 mm thickness composed of 13.2mm 5.6mm aggregates using penetration grade cationic bitumen emulsion (tailor maid binder) to required line, grade and level 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 type C as per MORD Specification clause 505.2 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI New Delhi)
Providing and laying seal coat by Bituminous (Tailor made Binder) as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type C as per Technical specification Clause 508 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI New Delhi)
K.C.type drains
Construction of K.C.type drains as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Excavation in foundation for retaining & brest walls in all types of soils and rocks
Construction of R.R. stone masonary in cement mortar 1:5
15 mm thick Plastering with 1:4 cement mortar
Maintenance of drains. The maintenance of drains include erosion, repair, clearing, cleaning, reshaping,regarding,deepening of side drains as well as catch water drains as per techinical specification clause 1907 (two times in year)
Cross Drainage
Causeway
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 10. Nominal mix 1:3:6
Providing and laying of concrete for plain concrete for open foundation 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 25.
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
PROTECTION WORK
Breast Wall
Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -charge
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 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.
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)
15 mm thick Plastering with 1:4 cement 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.
Providing and fixing of CC edge stones 12 cm*12 cm*60 cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos. 6 mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Parapet
Construction of parapet in RR stone masonry laid in 1:5, C/S mortar providing M20 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.(with & without base CC M10 )
Excavation in foundation for retaining & brest walls in all types of soils and rocks
Nominal mix 1:3.6 M 10 (hand mix)
Construction of R.R. stone masonary in cement mortar 1:5
Providing and laying of concrete for plain concrete for structures P.C.C grade M 20.
Pointing with 1:3 cement mortar
15 mm thick Plastering with 1:4 cement mortar
White washing two coats on parapet walls
ROAD FURNITURE
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 per the MORD specification and direction given by Engineer in charge.
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 per the MORD specification and direction of Engineer-in-charge.
Providing & fixing of Maintenance Board with PMGSY Logo at starting as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.
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 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. 600 mm equilateral & triangle
Emergency Maintenance
Emmergency 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
Ist year
IInd year
IIIrd year
IVth year
Vth 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
Ist year
IInd year
IIIrd year
IVth year
Vth year
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (woven diagonally)including 10% extra for laps and joints laid with stone boulders weighing not less than 25 kg each As per drawing and technical Specifications clause 1301
Ist year
IInd year
IIIrd year
IVth year
Vth 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)
Ist year
IInd year
IIIrd year
IVth year
Vth 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.
Ist year
IInd year
IIIrd year
IVth year
Vth year
M/S PS Kharayat And Sons
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 .