Improvement To Borgi-Chintachha-Talachha- Bhitaralachha Road From 0/000 To 9/104 Km In The District Of Koraput Under Rcplwe Phase-Ii Scheme Package No . Or19rcpl-15/ Improvement To Borgi-Chintachha-Talachha -Bhitaralachha Road From 0/000 To 9/104 Km In Th
Tender Value
6.27 Crore
Estimated cost
Bid Submission
25 Feb 2020
0 days left
EMD
12.55 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
In Koraput Dist → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Borgi-Chintachha-Talachha- Bhitaralachha Road From 0 / 000 To 9 / 104 Km In The District Of Koraput Under Rcplwe Phase-Ii Scheme Package No . Or19rcpl-15 / Improvement To Borgi-Chintachha-Talachha -Bhitaralachha Road From 0 / 000 To 9 / 104 Km In The District Of Koraput Under Rcplwe Phase-Ii Scheme
BOQ
| Name of Work: Package No.OR19RCPL15-Improvement to Borgi-Chintachha-Talachha-Bhitaralachha Road from 0/000 to 9/104 km in the district of Koraput under RCPLWE Phase-II Scheme. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge | 118352 | Sqm | |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits transporting to site by manual means with initial leads & lifts, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification | 13920.9 | Cum | |
| 3 | 3 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer-in-charge | 3845.36 | Cum | |
| 4 | 4 | Excavation in Hilly Area in Ordinary Rock not requiring Blastig by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.2. | 7690.73 | Cum | |
| 5 | 5 | Excavation in Soil in Hilly Area by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.1. | 26917.6 | Cum | |
| 6 | 6 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge. | 32620.4 | Cum | |
| 7 | 7 | Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1 | 17752.8 | Cum | |
| 8 | 8 | Construction of granular sub-baseIV by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 5641.29 | Cum | |
| 9 | 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 3482.28 | cum | |
| 10 | 10 | Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. | 34822.8 | Sqm | |
| 11 | 11 | Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge. | 34822.8 | Sqm | |
| 12 | 12 | Providing and laying bituminous macadam with 60-90 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | 1741.14 | Cum | |
| 13 | 13 | Providing and laying semi dense bituminous concrete with 60-90 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects | 870.57 | Cum | |
| 14 | 14 | Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material.as per direction of the Engineer-in-Charge | 1816.59 | Cum | |
| 15 | 15 | Providing CC 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 | 359.88 | cum | |
| 16 | 16 | Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per specifcation and direction of the Engineer-in-charge | 1017.04 | cum | |
| 17 | 17 | Providing concrete for plain concrete 0f M-20 in open foundation complete as per drawings and technical specifications clause 802,803,1202 | 291.5 | cum | |
| 18 | 18 | Reinforcement cement concrete M-25 nominal mix in Superstructure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days as per section specifcation and direction of the Engineer-in-charge | 196.94 | Cum | |
| 19 | 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge | 363.267 | Qntl. | |
| 20 | 20 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge | 391 | nos | |
| 21 | 21 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge | 303.32 | Cum | |
| 22 | 22 | Providing and laying reinforced cement concrete pipe NP4 of 1000mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete. | 15 | MTR | |
| 23 | 23 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and MORD specification Clause 300,800 & 1700 and Annexure 1700.1 of MORD and as per direction of the Engineer-in-charge. | 2 | no | |
| 24 | 24 | Reinforced cement concrete M15 grade Kilometre stone / local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD as per direction of Engineer-in-charge. | |||
| 25 | 24.01 | 5km stone | 1 | no | |
| 26 | 24.02 | 1 km stone | 9 | no | |
| 27 | 24.03 | 200 mtr stone | 36 | no | |
| 28 | 25 | Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause.and as per the direction of the Engineer-in-charge | 697 | no | |
| 29 | 26 | Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. and as per the direction of the Engineer-in-charge | 2 | nos | |
| 30 | 27 | 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 1700 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 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge | 8 | nos | |
| 31 | 27.01 | i) 900mm equilateral triangle ( turn & reduced carriage way ) | 45 | nos | |
| 32 | 27.02 | ii) 600mm equilateral triangle ( turn & reduced carriage way ) | 27 | nos | |
| 33 | 27.03 | 600 mm x 450 mm rectangular | 63 | nos | |
| 34 | 28 | Providing and fixing of typical PMGSY logo asper mord specification and drawing . Three Ms plateof 1.6 mm thick top and middle plate duty welded with ms angle iron frame of the lawer most plate duly welded to 2 nos . 75 mm x75mm of 12 SWGtubes posts duly embedded in cement concrete m-15 grade blocks of 450mmx450mm x600mm ,600mm beloe ground level. the topmost diamond plate wiil be welded the middle plate by enameled on both sides Lettering and printing arrows, boarder etc | 1 | nos | |
| 35 | 29 | Providing and fixing of typical PMGSY Maintenance information board as per MORD specifications and drawing. Three MS Plates of 50x5mm mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The upper & lower plate will be welded with MS flat iron frame of 50mmx5mm. The steel tubes duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level.All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexture 1700.1. | 1 | nos | |
| 36 | 30 | Providing and fixing of RCPLWE informatory sign board of size 5mx2m with retro reflective letters as per MORD specifications and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and as per direction of Engineer-in charge | 2 | nos | |
| 37 | 30.01 | MAINTENANCE | |||
| 38 | 31 | Routine Maintenance after completion of construction works for 1 st year | 9.1 | km | |
| 39 | 32 | Routine Maintenance after completion of construction works for 2 nd year | 9.1 | km | |
| 40 | 33 | Routine Maintenance after completion of construction works for 3 rd year | 9.1 | km | |
| 41 | 34 | Routine Maintenance after completion of construction works for 4 th year | 9.1 | km | |
| 42 | 35 | Routine Maintenance after completion of construction works for 5 th year | 9.1 | km |
AI Tender Summary
Tender Timeline
Feb 06, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 29, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender