Meghalaya Basin Development Authority Tender
View complete overview of Meghalaya MBDA Tender
Meghalaya Basin Development Authority - MBDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Apr 2022
Closing Date18 May 2022
Tender Amount₹ 1,74,42,000
Costs
EMD
₹ 3,50,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MIDFC_538_1Bid Award Id
ViewTender No
PKG TR 02Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
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Documents
BOQ Items
Girth from 300 mm to 600 mm
15
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Girth from 600 mm to 900 mm
6
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Girth from 900 mm to 1800 mm
3
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Girth above 1800 mm
2
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EARTHWORK & SUBGRADE PREPARATION
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Excavation in Hilly Areas in Soil by Mechanical Means
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side
slopes and disposal of excavated earth with a lift upto 1.5m and alead upto 20m as per
drawing and technical specification clause 1603.1
14016
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Excavation in ordinary rock using Hydraulic Excavator & Tippers with disposal upto 1000m
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity
including cutting and loading in tippers, transporting to the embankment location with a lift
upto 1.5m and lead upto 1000m, trimming the bottom and side slopes in accordance with
requirement of lines, grades and cross-sections as per technical specification clause 302.3.5
1557
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Construction of Embankment with material deposited from Roadway Cutting
Construction of embankment with materials deposited at site from roadway cutting and
excavation from drain and foundation of other structures graded and compacted to meet
requirement of Table 300-1 & 300-2 as per technical specification clause 301.5.
175
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Construction of Granuler Shoulders with GSB Material
170
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BASE AND SUB-BASE COURSES
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Granular Sub-Base with Well Graded Material (Table:- 400-1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete
as per technical specification clause 401
For Grading I Material
560
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Water Bound Macadam Sub-base / Base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water
bound macadam specification including spreading in uniform thickness, hand packing, rolling
with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and
brooming, stone screening / binding Materials to fill up the interstices of coarse aggregate,
watering and compacting to the required density as per technical specification clause 405.
By Mechanical Means:
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WBM Grading 2
190
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WBM Grading 3
190
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PAVEMENT COURSES[FLEXIBLE]
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Prime coat (Low Porosity)
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of
granular base including cleaning of road surface and spraying primer at the rate of 0.70 -
1.00 kg/sqm using mechanical means as per technical specification clause 502.
2340
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Tack- Coat-Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.20 to 0.25 kg/sqm on the prepared bituminous surface cleaned
with hydraulic broom as per Technical Specification Clause 503.
2340
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20 mm Thick Open - Graded Premix Carpet using Bituminous Binder (penetratio grade /
modified bitumen)
Providing laying and rolling of open-graded premix carpet of 20 mm thickness composed of
13.2 mm to
5.6 mm aggregates either using penetration grade bitumen or emulsion to required line,
grade and level to serve as wearing course on a previously prepared base, including mixing in
a suitable plant, laying and rolling with three wheel 80-100 kN static roller capacity, finished
to required level and grades to be followed by seal coat of either Type A or Type B or Type C
as per Technical Specification Clause 508.
By Mechanical Means (Without Anti-stripping Agent)
Bitumen 80/100 grade
2340
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Seal Coat (Type B)- Providing and laying seal coat sealing the voids in a bituminous surface
laid to the specified levels, grade and cross fall using Type A and B seal coats
2340
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DRAINAGE WORK
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Earthwork in excavation for structures as per drawing and Technical Specification
By Mechanical Means
Ordinary Soil
260
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Stone masonry work in cement mortar 1:5
90
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PROTECTION WORK
Construction of Breast Walls in cement mortar 1:5 as per drawing and Technical
Specification Clause 1604
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Earthwork in excavation for structures
By Mechanical Means
Ordinary Soil
149
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Stone masonry work in cement mortar for Substructure complete as drawing and Technical Specification Clauses 702, 704, 1202, 1204
Random Rubble Masonry In Cement Mortar 1:3
149
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Providing concrete for Plain/Reinforced cement concrete in open foundation complete as
per drawing and technical specification clauses 802, 803, 1202 & 1203 (1500, 1700 & 2100
MORT&H Specifications)
Plain Cement Concrete (M15 Grade) Nominal mix 1:2:4 (Hand Mixing)
9
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Filter material behind breast wall as per drawing and Technical Specification Clause 1204.3.8 in a width of 600mm
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
specification Clause 614, 709, 1204.3.7.
80
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PROTECTION WORK
Construction of Retaining Walls in cement mortar 1:5 as per drawing and Technical Specification Clause 1604
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Earthwork in excavation for structures
By Mechanical Means
Ordinary Soil
154
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Providing concrete for Plain/Reinforced cement concrete in open foundation complete as
per drawing and technical specification clauses 802, 803, 1202 & 1203 (1500, 1700 & 2100
MORT&H Specifications)
Plain Cement Concrete (M15 Grade) Nominal mix 1:2:4 (Hand Mixing)
8
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Stone masonry work in cement mortar for Substructure complete as drawing and Tec
hnical Specification Clauses 702, 704, 1202, 1204 Random Rubble Masonry - In Cement Mortar 1:3
154
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Filter material behind breast wall as per drawing and Technical Specification Clause 1204.3.8 in a width of 600mm
72
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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
specification Clause 614, 709, 1204.3.7.
80
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Road Furniture & Traffic Sign
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Painting Lines, Dashes, Arrows, etc. on Road in Two Coats on New work Painting Lines, Dashes, Arrows, etc. on Road in Two Coats on New work with ready mixed road marking paint conforming to IS 164 on bituminous / concrete surface, including
cleaning the surface of all dirt, dust and other foreign matter, demacation at site and traffic
control as per drawing and technical specification clause 1702
200
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Retro- reflectorised Traffic signs
Supported on mild steel angle iron post 75mm x 75mm x 6mm.
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as
per IRC :67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed
over aluminium sheeting, 1.5 mm thick supported on a Mild Steel angle post 75mm x 75mm
x 6mm 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 drawings and
technical specification clause801
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90 cm equilateral triangle
19
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60 cm circular
22
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80 mm x 60 mm rectangular
11
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90 cm high octagon
1
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Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per drawing and technical
specification clause 1703
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i)5th kilometer Stone (Precast)
1
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ii)Hectometre Stone Stones (Precast)
2
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Boundary pillar
Reinforced cement concrete M15 grade boundary pillars / local stone of standard design as
per IRC:25-1967, fixed in position including finishing and lettering but excluding painting as
per drawing and technical specification clause 1704
6
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Pipe Culvert
-
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Earthwork in excavation for foundation of structures in ordinary rock upto 3 m depth as per
drawing and technical specification Clause 1104 includding setting out, construction of
shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and
bottom and backfilling with approved material.
84.35
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of
Head walls as per drawings & Technical Specification Clause 1109
8.18
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Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
18.26
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing
and technical specification Clasue 1109
80.22
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Providing and laying reinforced cement concrete pipe NP4 (1000mm dia.) for culverts on first
class bedding of granular material in single row including fixing collar with cement mortar
1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in
head walls and parapets Clause 1106.
22.5
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Backfilling in foundation trenches as per drawing and technical specification Clause 1108
23.63
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ENVIRONMENTAL COST
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Monitoring of air, water, soil, noise and Soil
1
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Dust Suppression at the project site
1
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Demolition wastes and scrap disposal as per C & D rules 2016
1
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Plantation of grass for protection of soil erosion which is to be planted on the muck disposal sites/waste lands or on the van panchayat land and its maintenance/ fencing
1
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Maintenance for the period of 1 year including causality replacement of tree
1
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Signage for wildlife
1
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Provision of Hoarding /Posters at construction camps and provision of health checks at construction sites
1
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Provision for helmet, gumboots, jackets, goggles etc. to labours
1
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Sanitary Facilities
1
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Drinking water supply, sanitation, health, education, skill development, solid waste management facilities, avenue plantation etc.
1
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ROUTINE MAINTANANCE
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1st Year
71091.9
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2nd Year
100647.71
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Evaluation Notes How It Works ?
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