Tender For Improvement To Narasinghpur Kakudia Road From 0 . 0 To 2 . 300Km In The District Of Cuttack For The Year 2018-19 Under State Plan
Tender Value
74.45 Lakhs
Estimated cost
Bid Submission
04 Sep 2019
0 days left
EMD
74500
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Narasinghpur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Improvement To Narasinghpur Kakudia Road From 0 . 0 To 2 . 300Km In The District Of Cuttack For The Year 2018-19 Under State Plan
BOQ
| Name of Work: Improvement to Narasinghpur Kakudia road from 0.0 to 2.300km in the district of Cuttack under State Plan for the year 2018-19 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and grabbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upro a lead of 1000 metrew including removal and disposal of top organic soil not exceeding 150mm in thickness etc. as per spection and direction of Engineer in charge. | BI01010001010000000000000515BI0100001112 | 8868 | One Sqm |
| 2 | 2 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity inclluding 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 within all lifts and lelad upto 1000m.as per specification and direction of Engineer in charge. | 1361.02 | One cum | |
| 3 | 3 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density including cost of all materials, labour, T&P etc. all complete as per specification & direction of Engineer-in-charge. | 583.3 | One cum | |
| 4 | 4 | Scarifying the existing bituminous road surface to a depth of 50mm. and disposal of scarified materials with in all leads and lifts and lead upto 1000 mtr. etc. complete as per specification and direction of Engineer-in-charge. | 10968.4 | One Sqm | |
| 5 | 5 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per technical specifications as per clause 501.8.3.2 of MORT&H Specifications for Road & Bridge works (4th Revision). | 10968.4 | One Sqm | |
| 6 | 6 | Filling foundation & plinth with good quality river sand in subbase including watering & ramming with cost, conveyance, royality of sand and labour charges etc complete as per direction and specification of Engineer-in-charge. | 769.22 | One cum | |
| 7 | 7 | Construction of granular sub-base by providing close graded Granular sub-base Grading-V materials as per table 400-I, 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 of MORT&H Specification for Road & Bridge works ( 4th Revision). | 182.78 | One cum | |
| 8 | 8 | Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam base, specification conforming to clause 406(Table 400-II) of MORTH specification for road and bridge works(4th revision) i.e 45mm to 22.4mm @ 89.10Cum,22.4mm to 2.36mm @ 118.80Cum, 2.36mm to 75micron @ 89.10Cum for out put of 225cum including premixing the material with water at OMC in Mechanical mix plant (Wet Mix Plant) of 75 tonne hourly capacity, carriage of mixed material by tipper to site, laying in uniform layers with paver to compacted thickness of 200MM/150MM in base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete to required compacted thickness in each layer not exceeding 200mm thick in each layer asper clause 406 of MORTH specification(4th revision) | 1233.78 | One cum | |
| 9 | 9 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (4th Revision.) | 12774.5 | One Sqm | |
| 10 | 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm. On the prepared bituminous /granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (4th Revision.) | 12807.5 | One Sqm | |
| 11 | 11 | Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder 60/70 penetration grade of bitumen, transport 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 Clause 508 of MORT&H Specifications for Road & Bridge works (4th Revision). | 320.19 | One cum | |
| 12 | 12 | Quarrying collecting conveying supplying moorum of approved quality from approved quarry for improvement of berms including watering compacting to the required density to proper camber and grade with PRR including hire and running charges of PRR cost of all other T&P all labour required for the work with all leads lifts including cost carriage taxes royalty of moorum complete in all respect as per the direction of Engineer in charge (Measurement will be taken in finished section only). | 344.7 | One cum | |
| 13 | 13 | Construction of embankment with approved material deposited from roadway cutting with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(4th Revision). | 1138.42 | One cum | |
| 14 | 14 | Earthwork in embankment with earth obtained from borrow pits by mechanical means as per approved drawing and technical specifications as per Clause 305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) | 3165.46 | One cum | |
| 15 | 15 | Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) | 3942.4 | One Sqm | |
| 16 | 16 | Earth work excavation in foundation trenches in all kinds of soil including hard moorum stony earth mixed with stone and boulders (except sheet rocks and boulders required blasting) including dressing and leveling the bed up to required depth and depositing the excavated materials at places away from work site with all leads and lifts T&P shoring shuttering dewatering if required etc. complete as per direction of the Engineer-in-charge. | 261.54 | One cum | |
| 17 | 17 | Cement concrete of prop(1:3:6) for bed concrete, floor and foundation with black hard crusher broken granite metal of 40mm size of approved quality from approved quarry free from weathered skin including hoisting lowering and laying concrete and compacting in layers not exceeding 15cm thick watering and curing shoring shuttering de-watering and working of pumps including cost of cofferdam (if required) with cost conveyance royalty and taxes of all materials and cost of all labour, T&P other machineries required for the work etc. complete as directed by the Engineer-in-charge. | 27.6 | One cum | |
| 18 | 18 | Plain Cement concrete of M-15 for bed concrete, cutoff wall, floor and foundation with black hard crusher broken granite chips of 10mm to 40mm size of approved quality from approved quarry free from weathered skin including hoisting lowering and laying concrete and compacting in layers not exceeding 15cm thick watering and curing shoring shuttering de-watering and working of pumps including cost of cofferdam (if required) with centering and shuttering required for the work including cost conveyance royalty and taxes of all materials and cost of all labour, T&P other machineries required for the work etc. complete as directed by the Engineer-in-charge. | 72.26 | One cum | |
| 19 | 19 | RCC M-200, M-250, M-300 using 10mm to 20mm size crusher broken hard granite chips of approved quality from approved quarry to achieve the minimum compressive strength of 200kg./cm2, 250kg/cm2, 300kg/cm2 of 150mm size cubes on 28days test confirming to codal provisions including hoisting lowering and laying concrete in layers not exceeding 15cm thick compacting in vibrators and watering curing for 28 days including centering shuttering form works finishing the exposed surface smooth providing grooves where necessary including cost conveyance royalty taxes of all materials with all leads and lifts and cost of all labour T&P machineries required for the work de-watering if necessary complete in all respect as directed by Engineer in charge including dismantling the centering and shuttering but excluding cost conveyance of M.S. rod or tor steel & binding wire and labour charges for straightening cutting bending binding welding and tying the grills lapping etc. hoisting & placing in position. (To be paid separately as required for R.C.C. work.) A) Raft. (M-200) | 26.8 | One cum | |
| 20 | 20 | B) Sub-Structure( Wall) (M-200) | 18.87 | One cum | |
| 21 | 21 | C) Super structure (Deck slab) (M-200) | 4.07 | One cum | |
| 22 | 22 | D) Wearing coat (M-30) | 0.63 | One cum | |
| 23 | 23 | Providing weep holes in Brick or stone masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical Specification and direction of Engineer-in-Charge. | 39.67 | One R.M. | |
| 24 | 24 | Labour charges for straightening the coiled or bend up M.S. rod / HYSD bars confirming to Gr. S 240 or S 415, cutting bending binding lapping placing welding etc. (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design hoisting lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel (SAIL / RINL/ TATA/ JINDAL steel/ SHYAM steel) and binding wire of 18 to 20 gauge (as approved by the deptt.) weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger and binding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987. | 50.21 | One Qntl | |
| 25 | 25 | Providing gravel backing under pitching (provided for slope protection) including cost, conveyance, royalty, taxes, labour, T&P all other machineries required for the work etc. complete for finished item of work as per the direction of the Engineer-in-charge. | 5.8 | One cum | |
| 26 | 26 | Rough stone dry packing in aprons and revetments to designed thickness and slope using 15cm to 30cm size hard broken granite stone of approved quality free from weather skin & from approved quarry including filling the interstices with small stones, spalls etc. with cost conveyance in all leads & lifts, royalty & taxes of all materials all labour, T&P etc. complete in all respect. (The weight of each stone shall not be less than 40kg ) | 24.81 | One cum | |
| 27 | 27 | Metal backing to rear of abutment and wing wall using 45mm size hard granite metal of approved quality from approved quarry including cost conveyance royalty taxes of all materials all labour T&P etc. complete as per the direction of the Engineer-in-charge. | 25.23 | One cum | |
| 28 | 28 | Grouting aprons and revetments 23cm deep with cement concrete (1:4:8) using 25mm nominal size of crusher broken hard granite stone aggregate of approved quality from approved quarry including hoisting, lowering and laying in position with proper packing and ramming to proper slope and levels including curing with cost conveyance, royalty and taxes of all materials required for the work including hire and running charges of machineries all labour required for the work complete in all respect as per the specification and direction of the Engineer-in-charge. | 25.83 | One cum | |
| 29 | 29 | Painting two coats with synthetic enamel paint including cleaning the surface, sand papering and using paint of approved quality and approved shade including cost conveyance, taxes of all materials all labour & T&P etc. complete as per specification and direction of the Engineer-in-charge. | 31.72 | One Sqm | |
| 30 | 30 | Providing and fixing of R.C.C M15 guard post of 1.0m height and of size 15cm External diameter Meter at top and 25cm External diameter Meter at bottom with base of 30cm x 30cm x 10 cm thick as per IRC specifications for finished item of work including painting as per Section 1500, 1600 & 1700 of MoSRT&H Specifications for Road & Bridge works (Latest revision ). | 60 | One No | |
| 31 | 31 | Plain Cement concrete of M-20 for foundation, cut off wall, wing wall, retaining wall with black hard crusher broken granite chips using 10mm to 20mm size (10mm 40% & 20mm 60%) of approved quality from approved quarry free from weathered skin including hoisting lowering and laying concrete and compacting in layers not exceeding 15cm thick watering and curing shoring shuttering de-watering and working of pumps including cost of cofferdam (if required) with centering and shuttering required for the work including cost conveyance royalty and taxes of all materials and cost of all labour, T&P other machineries required for the work etc. complete as directed by the Engineer-in-charge. | 6.38 | One cum | |
| 32 | 32 | Providing road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). | 123.75 | One Sqm | |
| 33 | 33 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and as per Section 800 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). A) facility information sigh (800x600mm) | 14 | One No | |
| 34 | 34 | B) Speed limit sigh (60cm circular) | 8 | One No | |
| 35 | 35 | C) Octogonal 900mm | 4 | One No | |
| 36 | 36 | D) 900mm triangular | 14 | One No |
AI Tender Summary
Tender Timeline
Aug 20, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 04, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 05, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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