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Tender For Fdr10th Km Of Damalgre Mellim Road To Daronggre Construction Of Mbt And Cc Drain. Fdr Adugre To Purakhasia Road 0.00 To 12.00 Km Construction Of C.C Drain Retaining Wall, Fdr 16Th Km Of A.P Road To Kerupara Construction Of Rwall, West Garo Hills-Meghalaya

Meghalaya Infrastructure Development Finance Corporation Ltd has published Tender For Fdr10th Km Of Damalgre Mellim Road To Daronggre Construction Of Mbt And Cc Drain. Fdr Adugre To Purakhasia Road 0.00 To 12.00 Km Construction Of C.C Drain Retaining Wall, Fdr 16Th Km Of A.P Road To Kerupara Construction Of Rwall. Submission Date for this Tender is 10-11-2022. Road Work Tenders in West Garo Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

34678806
Tender For Fdr10th Km Of Damalgre Mellim Road To Daronggre Construction Of Mbt And Cc Drain. Fdr Adugre To Purakhasia Road 0.00 To 12.00 Km Construction Of C.C Drain Retaining Wall, Fdr 16Th Km Of A.P Road To Kerupara Construction Of Rwall
Open Tender
Indian
Meghalaya
West Garo Hills
10-11-2022

Tender Details

Fdr10th Km Of Damalgre Mellim Road To Daronggre Construction Of Mbt And Cc Drain. Fdr Adugre To Purakhasia Road 0.00 To 12.00 Km Construction Of C.C Drain Retaining Wall, Fdr 16Th Km Of A.P Road To Kerupara Construction Of Rwall

Key Value

Document Fees
INR 1000 /-
EMD
INR 75246.0 /-
Tender Value
INR 37.62 Lakhs /-

BOQ Items

Name of Work: (i) 10th Km of Damalgre Mellim Road to Daronggre (ii) Adugre Purakhasia Road (0.00-12.00 Km) (iii) 16th Km of Ampati Purakhasia Road to Kerupara
Sl. No. Item Description
110th Km of Damalgre Mellim Road to Daronggre
2CC Drain
3Earthwork in excavation for foundation of structures upto 3.00 m depth as per drawing and technical specification Clause 1104 including setting out etc. complete
4Plain 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
5Providing 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
6Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
7Haulage of materials by tipper excluding cost of loading, unloading and stacking.
8For Stone (Surfaced road)
9For Stone (Kutcha track)
10For Sand (Surfaced road)
11For Sand (Kutcha track)
12Metalling and Black Topping
13GSB -(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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density.
14Base -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 smoothwheel 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.
15Bituminous 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
16Providing 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.
1720mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
18Seal 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
19Haulage of materials by tipper excluding cost of loading, unloading and stacking.
20For chips & Metal
21Surfaced road
22Kutcha track
23For GSB
24Surfaced road
25Kutcha track
26For binding materials
27Surfaced road
28Kutcha track
29Bitumen
30Retaining Wall at 2nd km
31(i) Earthwork in excavation for structure
32Plain 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)
33(iii) Stone masonry in cement mortar 1:5
34Providing 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
35Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification
36Filter material behind R/wall or B/wall
37Haulage of materials by tipper excluding cost of loading, unloading and stacking.
38Sand
39Surfaced road
40Kutcha track
41Stone
42Surfaced road
43Kutcha track
44Adugre Purakhasia Road (0.00-12.00 Km)
45CC Drain
46Earthwork in excavation for foundation of structures upto 3.00 m depth as per drawing
47Plain 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
48Providing 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
49Plastering with cement mortar (1:3 ) on brick work in substructure
50Haulage of materials by tipper excluding cost of loading, unloading and stacking.
51For Stone (Surfaced road)
52For Stone (Kutcha track)
53For Sand (Surfaced road)
54For Sand (Kutcha track)
55Retaining Wall at 2nd km
56(i) Earthwork in excavation for structure
57Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling
58(iii) Stone masonry in cement mortar 1:5
59Providing 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
60Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification
61Filter material behind R/wall or B/wall
62Haulage of materials by tipper excluding cost of loading, unloading and stacking.
63Sand
64Surfaced road
65Kutcha track
66Stone
67Surfaced road
68Kutcha track
69Retaining Wall at 7th km
70(i) Earthwork in excavation for structure
71Plain 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)
72(iii) Stone masonry in cement mortar 1:5
73Providing 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
74Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification
75Filter material behind R/wall or B/wall
76Haulage of materials by tipper excluding cost of loading, unloading and stacking.
77Sand
78Surfaced road
79Kutcha track
80Stone
81Surfaced road
82Kutcha track
8316th Km of Ampati Purakhasia Road to Kerupara
84Construction of Retaining wall
85(i) Earthwork in excavation for structure
86Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
87Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
88Providing 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
89Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specification
90A Granular Material
91Filter media behind R/Wall,B/Wall as per specification…etc
92Haulage excluding Loading & Unloading
93Haulage of materials by tipper excluding cost of loading, unloading and stacking.
94Sand
95Case-I : Surfaced Road
96Case-III : Kutcha Road
97Stone
98Case-I : Surfaced Road
99Case-III : Kutcha Road
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