Meghalaya Basin Development Authority Tender
View complete overview of Meghalaya MBDA Tender
Meghalaya Basin Development Authority - MBDA Tender
Civil Works Roads
Eprocure
Opening Date25 Nov 2020
Closing Date21 Dec 2020
Tender Amount₹ 75,69,83,359
Costs
EMD
₹ 1,53,73,020Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MIDFC_434_1Bid Award Id
ViewTender No
PW/CE/NH/WB/20/2019/Pt-I/2Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
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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.)
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By Manual Means:-
In area of light jungle
12.12
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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
41
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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)
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B) Cement concrete grade M-15 and M-20
51
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C) Prestressed / Reinforced cement concrete grade M-20 & above
102
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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.
Above 900 mm
60
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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.
118079.95
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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)
18930.93
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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.)
106500
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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.)
29687.02
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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)
59374.03
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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)
865
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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
55758.46
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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..)
48960.25
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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.
234343.26
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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.
234343.26
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Bituminous Concrete (30 mm thickness)
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)
7030.3
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Extra Bitumen Content @ ± 0.1 % Bitumin Content in BC
9
-
62673
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
4261.41
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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
412.35
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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
60
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-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonry
1660.89
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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
187.22
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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.
268.44
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Pointing with cement mortar (1:3 ) on brick work in substructure as per
Technical specifications
1707.64
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M20
32
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-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
14.1
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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
109
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(a) Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
20.92
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
13.33
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Construction of precast RCC railing of M30 Grade, 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.
6
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
327
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-
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
82
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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
1277
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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.
180.44
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M30
Using concrete Mixer
1157.39
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M30
Height upto 5m
Using concrete Mixer
873.27
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-
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification
RCC Grade M 30
Using Concrete Mixer
For solid slab super-structure
Height upto 5m
269.77
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
Random Rubble Masonry
25.16
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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 . )
A. 1000 mm dia
110
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Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP2 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
(A) 900 mm dia and above
70
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Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP2 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) Above 600 mm below 900 mm dia
15
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Providing and Laying Reinforced Cement Concrete Pipe NP2 as per Design in Double Row
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in double 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) Above 600 mm below 900 mm dia
10
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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)
1390.33
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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)
93.75
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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.
132
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-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
RCC Grade M25
Case-I, Using Concrete Mixer
150
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Plastering with cement mortar (1:3) on in sub-structure as per Technical specifications
38.75
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CONSTRUCTION OF MINOR BRIDGES
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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
1023
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-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
31.2
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-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
RCC Grade M30
286.3
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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
496
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
106.1
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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
422
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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
101.9
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(a) Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
20
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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
6.7
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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.)
167.9
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Drainage Spouts complete as per drawing and Technical specification
20
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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.)
36.8
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
257
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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.
104.2
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
18.8
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
38
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
540
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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.)
1684.91
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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.
180.89
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-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B) PCC Grade M20
454.87
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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
33.45
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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
1704
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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.
1.78
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-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
572.28
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-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
1295.43
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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.
15.75
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-
Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire)
108
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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)
8
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-
ii) Ordinary Km stone (Precast)
33
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-
iii) Hectometer stone (Precast)
164
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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.)
8234.6
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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
925
-
-
c) Mandatory signs
iii) 600 mm circular
808
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-
vii) 90 cm high octagon
67
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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.)
124
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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)
4.86
-
-
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
2000
-
-
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).
6833
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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
675.4
-
-
Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
4400
-
-
Supply and installation of Steel Panel Build Modular Tunnel Bus Shelter
22
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
82.5
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
70.5
-
-
DAYWORKS
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-
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Use of Contractor's equipment inclusive of all costs for run time only
-
-
-
Cranes 3 Tonnes
50
-
527
Dozer D-50-A15
50
-
3251
Hydraulic Excavator of 1 cum bucket
150
-
1918
Tipper - 5 cum
500
-
810
Motor Grader 3.35 m blade
50
-
3528
Generator 33 KVA
250
-
548.88
Concrete Mixer 1 cum
250
-
346
Plate compactor
250
-
329.1
Water tank
250
-
850
Tractor
250
-
533
Supply of Labour including tools and plants
-
-
-
Mason / Mistri
150
-
650
Other skill labour / Electrician / Mechanics / Carpenter etc
50
-
550
Unskilled Labour
500
-
450
ENVIRONMENTAL COST
-
-
-
Development of water source Concrete drain and Check dams structures as per drawings and specifications
5
-
-
Compensatory plantation against tree cut
500
-
-
Soil Erosion protection Vegetaed bamboo crib wall
3352
-
-
Turfing with sods on slope protecton
3741
-
-
Clearance of Landslide upto 1000m distance
3281
-
-
Disposal of material from location more than 1km to 6km distance
3415
-
-
SHIFTING OF UTILITIES
-
-
-
MePDCL: Shifting of HT, LT, service connection, etc.
1
-
5972117
PHED: Shifting and re-alignment of pipelines
1
-
13139652
ROUTINE MAINTANANCE
-
-
-
1st Year
40.4
-
118486.5
2nd Year
40.4
-
174501.18
3rd Year
40.4
-
181677.76
4th Year
40.4
-
196292.76
5th Year
40.4
-
204082.76
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