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 Date5 Nov 2022
Closing Date10 Nov 2022
Tender Amount₹ 37,62,316
Costs
EMD
₹ 75,246Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MIDFC_1330_1Bid Award Id
ViewTender No
2022_MIDFC_728_2Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
GEM & Bid Advisory Services
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BOQ Items
Plain cement concrete M 10 ( 1 : 3 : 6 nominal mix ) in levelling course below open foundation of head walls as per drawing & technical specification Clause 1109
29.14
-
7361
Providing weep holes in Brick masonry/Plain/Reinforcedconcrete 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
52.5
-
525
Plastering with cement mortar (1:3 ) on brick work in substructure
as per Technical specifications
26.31
-
166
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
For Stone (Surfaced road)
1720.28
-
6.8
For Stone (Kutcha track)
83.92
-
16.4
For Sand (Surfaced road)
407.92
-
6.8
For Sand (Kutcha track)
54.39
-
16.4
Metalling and Black Topping
-
-
-
GSB -(iii).For Grading III Material: 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.
35.44
-
2079
Base -2).WBM Grading 3:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, appling and brooming, stone screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2.
21.26
-
4156
Bituminous construction(Prime coat):-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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
70.88
-
43
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
70.88
-
17
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
70.88
-
275
Seal coat -Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
70.88
-
122
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
For chips & Metal
-
-
-
Surfaced road
3030.12
-
6.8
Kutcha track
53.16
-
16.4
For GSB
-
-
-
Surfaced road
5171.4
-
6.8
Kutcha track
90.73
-
16.4
For binding materials
-
-
-
Surfaced road
16.32
-
6.8
Kutcha track
4.08
-
16.4
Bitumen
0.24
-
1772.92
Retaining Wall at 2nd km
-
-
-
(i) Earthwork in excavation for structure
91.44
-
354
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 (Below R/Wall)
7.35
-
7452
(iii) Stone masonry in cement mortar 1:5
123.55
-
5557
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
98
-
525
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
115
-
1452
Filter material behind R/wall or B/wall
30
-
1944
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Sand
-
-
-
Surfaced road
885.7
-
6.8
Kutcha track
63.26
-
16.4
Stone
-
-
-
Surfaced road
19080.81
-
6.8
Kutcha track
484.59
-
16.4
Adugre Purakhasia Road (0.00-12.00 Km)
-
-
-
CC Drain
-
-
-
Earthwork in excavation for foundation of structures upto 3.00 m depth as per drawing
71.75
-
354
Plain cement concrete M 10 ( 1 : 3 : 6 nominal mix ) in levelling course below open foundation of head walls as per drawing & technical specification Clause 1109
19.43
-
7361
Providing weep holes in Brick masonry/Plain/Reinforcedconcrete 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
35
-
525
Plastering with cement mortar (1:3 ) on brick work in substructure
17.56
-
166
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
For Stone (Surfaced road)
1902.1
-
6.8
For Stone (Kutcha track)
27.97
-
16.4
For Sand (Surfaced road)
326.42
-
6.8
For Sand (Kutcha track)
18.13
-
16.4
Retaining Wall at 2nd km
-
-
-
(i) Earthwork in excavation for structure
40.64
-
354
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling
3.61
-
7452
(iii) Stone masonry in cement mortar 1:5
62.23
-
5557
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
48
-
525
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
47.5
-
1452
Filter material behind R/wall or B/wall
14.25
-
1944
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Sand
-
-
-
Surfaced road
445.98
-
6.8
Kutcha track
31.86
-
16.4
Stone
-
-
-
Surfaced road
13364.16
-
6.8
Kutcha track
222.74
-
16.4
Retaining Wall at 7th km
-
-
-
(i) Earthwork in excavation for structure
77.12
-
354
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 (Below R/Wall)
2.83
-
7452
(iii) Stone masonry in cement mortar 1:5
74.99
-
5557
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
28
-
525
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
48.75
-
1452
Filter material behind R/wall or B/wall
14.63
-
1944
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Sand
-
-
-
Surfaced road
729.6
-
6.8
Kutcha track
38.4
-
16.4
Stone
-
-
-
Surfaced road
16237.1
-
6.8
Kutcha track
251.01
-
16.4
16th Km of Ampati Purakhasia Road to Kerupara
-
-
-
Construction of Retaining wall
-
-
-
(i) Earthwork in excavation for structure
41.44
-
354
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
2.42
-
7452
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
51.07
-
5557
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
28
-
525
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
A Granular Material
41.4
-
1452
Filter media behind R/Wall,B/Wall as per specification…etc
10.8
-
1944
Haulage excluding Loading & Unloading
-
-
-
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Sand
-
-
-
Case-I : Surfaced Road
549.02
-
6.8
Case-III : Kutcha Road
26.14
-
16.4
Stone
-
-
-
Case-I : Surfaced Road
11968.88
-
6.8
Case-III : Kutcha Road
187.75
-
16.4
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