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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC | ₹3.3 Cr | L1 | Accepted-AOC bid is responsive |
| 2 | L2₹3.8 Cr+₹51.8 L (15.6%)Rejected-Finance C 25 JUDGES FARM MUKHANI HALDWANI NAINITAL UTTARAKHAND | NAINITAL | UTTARAKHAND | 244713 | ₹3.8 Cr+₹51.8 L (15.6%) | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| 4 | Rejected-Technical VILL P O HUPLI NACHNI TEHSIL MUNSYARI PITHORAGARH UTTARAKHAND | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| 5 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
27 Jan 2020, 1:00 pmClosed
GENERAL MANAGER PROJECT
BRIDCUL, AWASTHAPNA BHAWAN OPP GOVT. ITI NIRANJANPUR DEHRADUN
UT-09-47 Construction and Maintenance (2years) of Berinag-Puranathal Rd to Chokuna Chankana)- Pungarkholi,L039, MR Stage-I
2020_CCUK_86946_1
UT0947
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
BERINAG PITHORAGARH
PLEASE REFER THE TECHNICAL BID
4 documents required · 4 mandatory
₹5,000
URRDA DEHRADUN
₹5.9 L
BRIDCUL, DEHRADUN
5 Jan 2021
4 Jan 2020
27 Jan 2020
4 Jan 2020
27 Jan 2020
4 Jan 2020
14 Jan 2020
Amount
Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils,rocks & E&B etc. As met at site , true to lines as per plan, L section , cross slope, super elevation as required , also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes, with all lift, leads required for safe disposal of surplus excavated material at suitable dumping places indicated in drawing by mechanical means/manual means and including construction of required coolie walling of minimum height of 0.60mt. with stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest, forest land, utilities, private and public properties, including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material), till the completion of work as per part II special condition of contract, MORD specifications Clause 1601, 1602 & 1603 and as per direction of engineer in charge.
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 (All type Sioil OH, & HR)
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 (Precast), 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.
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.
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 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Providing and laying of P.C.C grade M 20.
Pointing with 1:3 cement mortar
15 mm thick Plastering with 1:6 cement mortar
White washing two coats on parapet walls
Providing and laying of concrete for plain 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 Specification for Rural Roads 2014. P.C.C grade M 10.
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge as per MORD Specification for Rural Roads 2014
Providing and laying of concrete for reinforced concrete for structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. R.C.C. grade M 25 for cross drainage structures such as Culverts , Bridges etc.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M25, Using concrete Mixer
Construction of C.R. stone masonary laid in 1:4 cement sand mortar including bond stones, supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014.Engineer-in-charge and MORD Specification for Rural Roads 2014.
Construction of C.R. stone masonary laid in 1:5 cement sand mortar including bond stones, supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014.
Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge as per MORD Specification for Rural Roads 2014
Providing and laying of concrete for reinforced concrete for structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. R.C.C. grade M 25 for cross drainage structures such as Culverts , Bridges etc.
Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P, Roylty etc. required for proper completion of the work as per direction of Engineer in Charge.(As per PWD Uttarakhand specifications)
Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and technical specifications Clause 1207.2.4
Drainage spouts complete as per drawing and technical specifications Clause 1209
Tubular Steel Railing of Medium Weight Steel Channel (ISMC series) 100 mm x 50mm or Providing , fixing and erecting of 50 mm dia steel pipe railing in 3 rows duly painted as per approved drawing and MORD Specification for Rural Roads 2014.
Construction of Job pillers of size length 40cmx40cm x60cm with R.R. stone Masonry laid in mud mortar and plastering with 1:6 cement sand mortar complete in all respect as per standard drawing and MORD specifications for Rural Roads 2014.
Construction of Back pillers of size length 30cmx 30cm x40cm with R.R. stone Masonry laid in mud mortar and plastering with 1:6 cement sand mortar complete in all respect as per standard drawing and MORD specifications for Rural Roads 2014.
Construction of Reference pillers of size length 20cmx 20cmx30cm with R.R. stone Masonry laid in mud mortar and plastering with 1:6 cement sand mortar complete in all respect as per standard drawing and MORD specifications for Rural Roads 2014.
Reinforced cement concrete M15 grade kilometer 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 for Rural Roads 2014. (precast).
Same as item above but 200mt Stone As per standard design (precast)
Providing & fixing of PMGSY Logo Board at starting point, end point and every 2 Km distance of road length as per attached standard drawing duly painted and written as per MoRD specification and direction by Engineer in charge and Technical Specification Clause 1701.2.5 and Annexure 1700.1
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 per the MoRD specification and direction given by Engineer in charge and Technical Specification Clause 1701.2.5 and Annexure 1700.1
Providing fixing of Citizen 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 and Technical Specification Clause 1701.2.5 and Annexure 1700.1
Semi Reflective Traffic Signs 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
Providing & fixing of Maintenenance 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-chargeand Technical Specification Clause 1701.2.5 and Annexure 1700.1.
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 and Technical Specification Clause 1701.2.5 and Annexure 1700.1 .
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
Seeding and Mulching Preparation of seed bed on previously laid top soil, furnishing and placing of seeds,fertilizer as per Clause 310 and 1610.3 of MORD Specification for Rural Roads 2014.
Emergency Maintenance Activities (O/C)
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
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
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
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
Routine Maintenance- UnderPBMC:- 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] 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.
mathura datt pandey and sons
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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