Meghalaya Basin Development Authority Tender
View complete overview of Meghalaya MBDA Tender
Meghalaya Basin Development Authority - MBDA Tender
Civil Works Roads
Eprocure
Opening Date25 Jun 2020
Closing Date24 Jul 2020
Tender Amount₹ 33,26,82,537
Costs
EMD
₹ 74,72,520Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MIDFC_398_1Bid Award Id
ViewTender No
PW/CE/NH/WB/15/2019/4Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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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.)
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By Manual Means:-
In area of light jungle
5.57
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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.
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ii) Girth from 600mm to 900mm
37
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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) Cement concrete grade M-15 and M-20
2.48
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C) Prestressed / Reinforced cement concrete grade M-20 & above
7.43
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Dismantling Stone Masonry
B) Rubble stone masonry in cement mortar.
99
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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
285
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EARTHWORK
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Excavation in Hilly Area in any type of soil or Rock by Mechanical Means Requiring Blasting also. (Excavation in hilly area in Soil, ordinary rock or hard rock requiring or not requiring ballasting including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
68133.81
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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)
4986.23
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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.)
11431.2
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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)
22862.4
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Surface Drains in Soil
(Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)
1970
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NON BITUMINOUS COURSES
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Lime stabilization for improving sub-grade (Laying and spreading available soil in the subgrade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3% slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved subgrade)
(Mechanical means)
47700
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Cement treated soil sub-base (Providing, laying and spreading soil on a prepared subgrade, pulverizing, adding 4% of cement to the spread soil, mixing in place with rotovator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base)
19080
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Add extra for variation in cement quantity to achieve required strength +/- 4% cement content for 1 % variation
667800
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10.14
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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
3426.08
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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..)
16414.26
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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.
300
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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.
62467.47
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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.
62467.47
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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)
1874.02
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Extra Bitumen Content @ ± 0.1 % Bitumen Content in BC
10
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61861
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DRAINAGE & PROTECTION WORKS
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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.)
975.34
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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.
104.49
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A) PCC Grade M15
144.57
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B) PCC Grade M20
153
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
IV) RCC Grade M20
Case-I, Using Concrete Mixer
30
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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
993
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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.
1.6
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
267.41
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Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification
573.64
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
1816
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CROSS DRAINAGE WORKS
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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)
Ordinary soil
Manual means
upto 3 m depth
3081.18
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
I) PCC Grade M15
Case-I, Using Concrete Mixer
637.56
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 and masonry works in head walls and parapets . )
B. 1200 mm dia
380
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Stone masonry work in cement mortar 1:3 for substructure complete as per
drawing and Technical Specifications
Random Rubble Masonry
1421.65
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A. Stone/Boulder
218.44
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Providing and laying boulders apron for protection against
scour with stone boulders weighing not less than 40 kg each complete as
per drawing and Technical specification.
A. Boulder laid dry without wire crates
372.1
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Pointing with cement mortar (1:3 ) on brick work in substructure as per
Technical specifications
1221.2
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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.
18.52
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M30
Height upto 5m
Using concrete Mixer
65.21
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
7.8
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
419.62
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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
117
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
44.58
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
25.34
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
146.6
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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)
454.54
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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)
302.5
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CONSTRUCTION OF MINOR BRIDGE
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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.)
I. Ordinary soil A. Manual Means
(i) upto 3 m depth
937.4
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
28.2
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
RCC Grade M30
252.4
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m using concrete Mixer
360
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
82.7
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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
340
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Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M35 Using Concrete Mixer For solid slab super-structure Height upto 5m
104
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(a) Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
21
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Providing and laying Bituminous wearing coat
Providing and laying 40 mm th. Bituminous Concrete wearing coat complete as per drawing and Technical Specifications 2702.1
5.7
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Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
197.7
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Drainage Spouts complete as per drawing and Technical specification
10
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
24.2
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
180
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Providing and laying Pitching on slopes laid over prepared filter media
including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A. Stone/Boulder
656
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
65.6
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Metal Beam Crash Barrier
B. Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long.
78
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
14.6
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
29.2
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
1047
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Dismantling 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)
I ) By Manual Means
B. Cement Concrete Grade M-15 & M-20
20
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(IV) Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level
243
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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)
2
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ii) Ordinary Km stone (Precast)
9
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iii) Hectometer stone (Precast)
44
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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)
110
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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.)
2098.9
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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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b) Cautionary signs
i) 900 mm Triangular
143
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c) Mandatory signs
iii) 600 mm circular
230
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c) Mandatory signs
vii) 90 cm high octagon
21
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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.)
188
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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)
4.05
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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 specification.
1060
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Road Markers/Road Stud with Lense Reflector (Providing and fixing of road
stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973).
2714
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BUS BAY AND TRUCK LAY BYE
-
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-
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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
275.8
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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.
1700
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Supply and installation of Steel Panel Build Modular Tunnel Bus Shelter
4
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-
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
82.5
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
70.5
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CONSTRUCTION OF SUBWAY
-
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-
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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)
390
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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)
45
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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..)
45
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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.)
300
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Tack Coat (ii) 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.
300
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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 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
9
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Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging, dirric installation,pulleyes etc complete
a) Portion above ground (handling)
108
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Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging, dirric installation,pulleyes etc complete
b) Portion below ground (as actually driven)
38
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Cost of Sal wood round post of size (average) 30 cm dia dressed
146
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Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
11.34
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Labour for fitting and fixing iron works in R.S.J Beams angles tees,bed plates etc including cutting to sizes and drilling holes ( only R.S.F Channels bed plates will be issued free of cost at the site of work by the department etc.
34.5
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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
25
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527
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Dozer D-50-A15
25
-
3251
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Hydraulic Excavator of 1 cum bucket
75
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1918
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Tipper - 5 cum
250
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810
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Motor Grader 3.35 m blade
25
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3528
... More
Generator 33 KVA
125
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548.88
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Concrete Mixer 1 cum
125
-
346
... More
Plate compactor
125
-
329.1
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Water tank
125
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850
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Tractor
125
-
533
... More
Supply of Labour including tools and plants
-
-
-
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Mason / Mistri
75
-
650
... More
Other skill labour / Electrician / Mechanics / Carpenter etc
25
-
550
... More
Unskilled Labour
250
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450
... More
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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-
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Compensatory plantation against tree cut
370
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Soil Erosion protection Vegetated bamboo crib wall
2780
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-
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Turfing with sods on slope protecton
1500
-
-
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Clearance of Landslide upto 1000m distance
800
-
-
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Disposal of material from location more than 1km to 6km distance
800
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SHIFTING OF UTILITIES
-
-
-
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PHE: Shifting of Utility, etc.
1
-
342032
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MePDCL : Shifting of Utility, etc
1
-
7285557
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ROUTINE MAINTANANCE
-
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1st Year
10.6
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118486.5
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2nd Year
10.6
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174501.18
... More
3rd Year
10.6
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181677.76
... More
4th Year
10.6
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196292.76
... More
5th Year
10.6
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204082.76
Evaluation Notes How It Works ?
Potential Partner
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