Meghalaya Basin Development Authority Tender
View complete overview of Meghalaya MBDA Tender
Meghalaya Basin Development Authority - MBDA Tender
Civil Works Roads
Eprocure
Opening Date28 Feb 2020
Closing Date20 Jul 2020
Tender Amount₹ 50,97,29,410
Costs
EMD
₹ 1,13,34,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MIDFC_372_1Bid Award Id
ViewTender No
PW/CE/NH/WB/12/2019/8Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
GEM & Bid Advisory Services
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Documents
BOQ Items
SITE CLEARANCE AND DISMANTLING
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Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
By Manual Means:-
In area of light jungle
11.18
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Cutting of trees, including cutting of trunks, branches and removal of stumps and stumps of trees cut earlier, roots, stacking of serviceable material with all lifts and upto a lead of 1000 m and earth filling in the depression/pit.
ii) Girth from 600mm to 900mm
54
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Dismantling of existing structure of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)
Lime /Cement Concrete
By Manual Means
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B) Rubble stone masonry in cement mortar
12
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Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
C) Above 900 mm
300
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EARTHWORK
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Excavation in Hilly Area in Any Type of Soil by Mechanical Means Requiring or not Requiring Blasting.
600.86
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Construction of Embankment with Material Deposited from Roadway Cutting
(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 table 300-2)
600.86
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
42777.49
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
138671.5
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Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
3932.02
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
7864.05
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NON BITUMINOUS COURSES
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base 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)
for grading- II Material (Rate Ref. to Rate Analysis 1)
18994
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Wet Mix Macadam
(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..)
37698
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BITUMINOUS COURSES
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Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
175752.5
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Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
175752.5
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Bituminous Concrete
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent with Modified Bitumin 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. 509 complete in all respects
for Grading-II (13 mm nominal size)
7540
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Extra Bitumen Content @ ± 0.1 % Bitumin Content in BC
10
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67492
CROSS DRAINAGE WORKS
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Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.)
700.8
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Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m (Thickness 75 mm)
2895.75
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Providing and laying Cement concrete wearing coat M-30 grade including
reinforcement complete as per drawing and Technical Specifications
217.18
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
200
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DRAINAGE & PROTECTION WORKS
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Excavation for drain (Earth work in excavation as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the gaps/ space with surplus excavated material.)
12316.81
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
934.47
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B) PCC Grade M20
2739.11
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Plain/Reinforced cement concrete in cc drain cover complete as per drawing and technical specifications
IV) RCC Grade M20
Case-I, Using Concrete Mixer
797.3
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
8851
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Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.
77.89
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Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level
(Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing)
347
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Providing & fixing in position Rectangular Tubes of different sizes and lengths as per draings and Technical Specifications
1.68
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
843.75
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
1350
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TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCES
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
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i) 5th km stone (Precast)
6
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ii) Ordinary Km stone (Precast)
26
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iii) Hectometer stone (Precast)
128
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
320
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
6465.72
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Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium 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)
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a) Informatory Signs iv) 800 mm x 600 mm
51
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b) Cautionary signs
i) 900 mm Triangular
313
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c) Mandatory signs
iii) 600 mm circular
290
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vii) 90 cm high octagon
195
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
100
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Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
9
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Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause
3466
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Supplying and fixing Chevron sign on outer face of the curve as per IRC specification.
191
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BUS BAY AND TRUCK LAY BYE
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base 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)
for grading- II Material (Rate Ref. to Rate Analysis 1)
769.75
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Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
4250
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Providing, fitting and fixing mild steel railing complete as per drawing.
924
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
49.76
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
108.7
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
2.8
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
92.5
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
3.94
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Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
16.07
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per
Technical specifications
40.25
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DAYWORKS
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Use of Contractor's equipment inclusive of all costs for run time only
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Cranes 3 Tonnes
50
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527
Dozer D-50-A15
50
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3251
Hydraulic Excavator of 1 cum bucket
150
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1918
Tipper - 5 cum
500
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810
Motor Grader 3.35 m blade
50
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3528
Generator 33 KVA
250
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548.88
Concrete Mixer 1 cum
250
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346
Plate compactor
250
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329.1
Water tank
250
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850
Tractor
250
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533
Supply of Labour including tools and plants
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Mason / Mistri
150
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650
Other skill labour / Electrician / Mechanics / Carpenter etc
50
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550
Unskilled Labour
500
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400
ENVIRONMENTAL COST
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Development of water source Concrete drain and Check dams structures as per drawings and specifications
3
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Compensatory plantation against tree cut
540
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Soil Erosion protection Vegetaed bamboo crib wall
3214
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Turfing with sods on slope protecton
3854
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Clearance of Landslide upto 1000m distance
3446
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Disposal of material from location more than 1km to 6km distance
3429
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ROUTINE MAINTANANCE
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1st Year
32
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3791500
2nd Year
32
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5584000
3rd Year
32
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5813600
4th Year
32
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6281300
5th Year
32
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6530600
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