Construction Of Kandai To Gweelani Motor Road 5.550 Km. Stage-Ii With 05 Years Performance Based Maintenance Under Pmgsy
Tender Value
3.32 Crore
Estimated cost
Bid Submission
27 Feb 2020
0 days left
EMD
6.66 Lakhs
Bank guarantee accepted
Document Fee
4500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
SATPULI → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Kandai To Gweelani Motor Road 5.550 Km. Stage-Ii With 05 Years Performance Based Maintenance Under Pmgsy
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 18-Feb-2020 | Corrigendum no.03/2020-21 letter no-3114 dated 17-02-2020 for date extension | Date | 27-Feb-2020 |
BOQ
| Name of Work: Construction of Kandai To Gweelani motor road 5.550 Km. Stage-II with 05 Years Performance Based Maintenance Under PMGSY | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearance of slip in earth & boulders including all leads and lift with cartage upto 5 km. Loading & unloading as directed by Engineer in charge. Including supply of all material, labour, T&P etc required for proper completion of work. | item 1 | 2316.39 | Cum |
| 2 | 2 | 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 . | item 2 | 2437.38 | Cum |
| 3 | 3 | 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 for Filling/Patri Filling . | item 3 | 4264.64 | Cum |
| 4 | 4 | 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 | item 4 | 4626 | Rmt |
| 5 | 5 | 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. | item 5 | 1323.59 | Cum |
| 6 | 6 | 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. (R/w, B/w, X-Drainage, Parapet etc) | item 6 | 740 | Cum |
| 7 | 7 | 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. | item 7 | 784.94 | Cum |
| 8 | 8 | 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 | item 8 | 1704.21 | Cum |
| 9 | 9 | 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. | item 9 | 934.68 | Cum |
| 10 | 10 | 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. | item 10 | 9.13 | Cum |
| 11 | 11 | providing 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) | item 11 | 218 | Cum |
| 12 | 12 | 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 notless than 25 kg each as directed by Engineer-in-charge and MoRD specification 1301 . | item 12 | 351 | Sqm |
| 13 | 13 | Repairs of damages caused by rain/spillage of water\nPreparation 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 301.5.5.1 | item 13 | 27806.7 | Sqm |
| 14 | 14 | Construction of granular sub-base by providing Local materials ...Table 400.1-A.... (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. Ist Layer | item 14 | 2985.53 | Cum |
| 15 | 15 | 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 2 as per Technical Specification Clause 405. | item 15 | 1673.9 | Cum |
| 16 | 16 | 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 | item 16 | 1673.9 | Cum |
| 17 | 17 | 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 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD Specification for Rural Roads 2014 | item 17 | 22183.6 | Sqm |
| 18 | 18 | 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 trated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification for Rural Roads 2014 | item 18 | 22183.6 | Sqm |
| 19 | 19 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm nominal stone size aggregates & 11.2 mm nominal size aggregates( range 22.4 mm to 5.6 mm) using penetration grade bitumen 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 required level and grades to be followed by seal coat of either Type B or Type C as per Technical Specification Clause 506.1 of MORD Specification for Rural Roads 2014 | item 19 | 22183.6 | Sqm |
| 20 | 20 | Providing and laying seal coat by Bitumen as binder for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using as per Technical Specification Clause 508 of MORD Specification for Rural Roads 2014. Type B | item 20 | 22183.6 | Sqm |
| 21 | 21 | Providing edge stones on valley side of formation as directed by Engineer-in-charge and MORD Specification Clause 1608.4 | item 21 | 1650 | No |
| 22 | 22 | 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. | item 22 | ||
| 23 | 23 | Ordinary Kilometer Stone (Precast) | item 23 | 6 | No |
| 24 | 24 | 200 m stone (precast) | item 24 | 22 | No |
| 25 | 25 | Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per standard drawing duly painted and written and as directed by Engineer in charge/ as per MORD Specification for Rural Roads 2014. | item 25 | 1 | No |
| 26 | 26 | 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. | item 26 | 1 | No |
| 27 | 27 | 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. | item 27 | 1 | No |
| 28 | 28 | Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per standard drawing duly painted and written as directed by Engineer in charge. as per IRC/ MORD Specification for Rural Roads 2014. | item 28 | 25 | No |
| 29 | 29 | 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. | item 29 | 1 | No |
| 30 | 30 | 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. . | item 30 | 4.995 | Sqm |
| 31 | 31 | Bio engineering - P/F of Empty Maxphalt drum | item 31 | 40 | No |
| 32 | 32 | 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 | item 32 | 1220.1 | Sqm |
| 33 | 33 | 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. | item 33 | 495 | Sqm |
| 34 | 34 | Emergency Maintenance | item 34 | ||
| 35 | 35 | Major Slip clearance in all type of Soil, Rock and Boulders including cast of all material , Machine, T&P and Taxes etc required for proper completion of work as per MoRD specifications, Clause 1611 | item 35 | ||
| 36 | 36 | Year 1 | item 36 | 300 | Cum |
| 37 | 37 | Year 2 | item 37 | 275 | Cum |
| 38 | 38 | Year 3 | item 38 | 250 | Cum |
| 39 | 39 | Year 4 | item 39 | 225 | Cum |
| 40 | 40 | Year 5 | item 40 | 200 | Cum |
| 41 | 41 | Deploying Hydraulic Excavators of 0.90 cum Bucket for clearance of major slip in all type of Soil, Rock and Boulders including its Operator, Fuel, all other charge and taxes required for proper completion of work. | item 41 | ||
| 42 | 42 | Year 1 | item 42 | 70 | Hrs |
| 43 | 43 | Year 2 | item 43 | 65 | Hrs |
| 44 | 44 | Year 3 | item 44 | 55 | Hrs |
| 45 | 45 | Year 4 | item 45 | 50 | Hrs |
| 46 | 46 | Year 5 | item 46 | 50 | Hrs |
| 47 | 47 | 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 | item 47 | ||
| 48 | 48 | Year 1 | item 48 | 35 | Cum |
| 49 | 49 | Year 2 | item 49 | 25 | Cum |
| 50 | 50 | Year 3 | item 50 | 25 | Cum |
| 51 | 51 | Year 4 | item 51 | 25 | Cum |
| 52 | 52 | Year 5 | item 52 | 20 | Cum |
| 53 | 53 | 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) | item 53 | ||
| 54 | 54 | Year 1 | item 54 | 40 | Cum |
| 55 | 55 | Year 2 | item 55 | 40 | Cum |
| 56 | 56 | Year 3 | item 56 | 40 | Cum |
| 57 | 57 | Year 4 | item 57 | 40 | Cum |
| 58 | 58 | Year 5 | item 58 | 40 | Cum |
| 59 | 59 | Routine Maintenance- Under PBMC | item 59 | ||
| 60 | 60 | Maintenance under PBMC for \n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914.\n2] Maintenance of road side drain including minor slip clearance, reshaping, deepening and regrading as well as catch water drains as per technical specification Clause 1907\n3] Maintenance of shoulder to the required level by filling/cutting the soil and its compaction including disposal of the surplus material in approved muck disposal points as per specification clause 1903.\n4] Maintenance of scupper & culvert by way of clearing, cleaning, Erosion repair, repairs to cracks, parapet walls and protection works as per drawing and technical specification clause 1908.\n5] 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.\n6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place dentifications sign board as perdrawings and technical specification Clause 1910.\n7] 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.\n8] Repairing of pot holes by 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. [in 3rd & 5th Year]\n9] Two coat White washing on parapet walls of CD work, edge stones, tree trunks and prominent rock patcheson hill sides including preparation of surface by cleaning, scraping etc. as per technical specifications clause 191 | item 60 | ||
| 61 | 61 | Year 1 | item 61 | 5.55 | Km |
| 62 | 62 | Year 2 | item 62 | 5.55 | Km |
| 63 | 63 | Year 3 | item 63 | 5.55 | Km |
| 64 | 64 | Year 4 | item 64 | 5.55 | Km |
| 65 | 65 | Year 5 | item 65 | 5.55 | Km |
AI Tender Summary
Tender Timeline
Feb 18, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 27, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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