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 Date21 Oct 2022
Closing Date28 Oct 2022
Tender Amount₹ 20,65,69,500
Costs
EMD
₹ 41,31,390Document Cost
₹ 21,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MIDFC_1235_1Bid Award Id
ViewTender No
EE/PW/BP/TB/CERC/Gen-65/2022/1Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
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Documents
BOQ Items
Preparation and surface treatment of formation by remocing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
23301
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-
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
79.2
-
-
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 m as per Technical Specification Clause 202.
793.44
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause
202.
7.62
-
-
Earthwork
-
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
37481.94
-
-
Construction of Embankment with Material Obtained 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 Tables 300.1 and 300.2 as per Technical Specification Clause
37481.94
-
-
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
28861.66
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical
Specification Clause 303.1.
19750
-
-
Granular base course and subbase
-
-
-
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.
5351.94
-
-
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 80-100kN 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 404.
2293.69
-
-
Grade-III
2293.69
-
-
Bituminous Course
-
-
-
Providing and applying primer coat with bitumen emultion (SS-1) on prepared surface of granular base including cleaning or road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause: 502
30582.56
-
-
Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification
30583
-
-
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 a three wheel 80-100 kN static roller capcaity, 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
30583
-
-
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
30583
-
-
Hume pipe culverts
-
-
-
Excavation for Structures
Earthwork in excavation for foundation of structures 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.
1163.18
-
-
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
39.16
-
-
Bedding for pipe
II. Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii)
100.82
-
-
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) 600 mm dia
22.5
-
-
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) 1000 mm dia
60
-
-
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) 1200 mm dia
7.5
-
-
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) 2 x 1000 mm dia
15
-
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109
(A) In 1:4 cement mortar
373.36
-
-
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
350.55
-
-
RCC Slab culverts (1x1.5x1), (1x1.5x1.5), (1x1.5x2.5), (1x2x2)
-
-
-
Excavation for Structures
Earthwork in excavation for foundation of structures 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.
310.52
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed stone.
(I) P.C.C grade M 10
Nominal mix 1:3:6
20.71
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonry
In 1:3 cement mortar
484.07
-
-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
III. Random rubble masonry
In 1:3 cement mortar
340.87
-
-
Providing and laying reinforced cement concrete in superstructure
II. R.C.C M 25
77.19
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
175
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
5.09
-
-
Box Culvert 4x5x5
-
-
-
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
(I) Ordinary Soil Upto 3 m depth
326.34
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
200.14
-
-
Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
48.54
-
-
Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
A. PCC Grade M15
(p) Height upto 5m
658.4
-
-
Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
(p) Height upto 5m
Case - I Using concrete Mixer
298.14
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
9.1
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
105.5
-
-
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
40
-
-
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)
48
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
3
-
-
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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.
40
-
-
Drainage Spouts complete as per drawing and Technical specification
4
-
-
Minor Bridges of 10.00 M Span
-
-
-
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
(I) Ordinary Soil Upto 3 m depth
1138.36
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed stone.
(I) P.C.C grade M 10
Nominal mix 1:3:6
103.45
-
-
Plain/reinforced cement concrete in substructure
I. P.C.C grade M 15
i. Nominal mix (1:2.5:5)
1984.59
-
-
Providing and laying reinforced cement concrete in superstructure
II. R.C.C M 25
264.49
-
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
19.8
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical
specifications clauses 1002, 1010 and 1202
217.8
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
148
-
-
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical
Specification.
48
-
-
Drainage Spouts complete as per drawing and Technical specification
16
-
-
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.
363.22
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
723.24
-
-
Filling Annular Space Around Footing in Rock (Lean
cement concrete 1:3:6 nominal mix.
39.75
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
154.59
-
-
Bridge of 20.00 M Span
-
-
-
Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
(I) Ordinary Soil Upto 3 m depth
199.08
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A. With crushed stone.
(I) P.C.C grade M 10
Nominal mix 1:3:6
21.23
-
-
Providing concrete for plain/reinforced concrete in open foundations
V. R.C.C. grade M 25
108.96
-
-
Plain/reinforced cement concrete in substructure
IV. R.C.C. grade M 25
130.66
-
-
Providing and laying reinforced cement concrete in superstructure
II. R.C.C M 30
76.13
-
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
12.47
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing
and Technical specification
12.6
-
-
Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical
specifications clauses 1002, 1010 and 1202
130.75
-
-
Supplying, fitting, and placing HYSD bar reinforcement in Sub Structure complete as per drawing and technical
specifications clauses 1002, 1010 and 1202
156.79
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical
specifications clauses 1002, 1010 and 1202
95.16
-
-
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)
48
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
213
-
-
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical
Specification.
12
-
-
Drainage Spouts complete as per drawing and Technical
specification
8
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and
Technical Specifications.
60000
-
-
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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.
54
-
-
Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per
approved drawings and specifications.)
12
-
-
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.
59.94
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
308.84
-
-
Filling Annular Space Around Footing in Rock (Lean
cement concrete 1:3:6 nominal mix.
9.94
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including
10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per
drawing and technical specifications Clause 1301
67.87
-
-
Pucca Side Drain
-
-
-
Excavation for Structures
Earthwork in excavation for foundation of structures 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.
894.24
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 Nominal mix 1:3:6
116.64
-
-
Plain / Reinforced cement concrete insub-structure complete as per drawing and technical specifications. RCC M 20
379.08
-
-
Supplying, fitting, fixing steel grating with ISMC 125 ( IS 2062) & embeded properly in position over the abutment in prop: 1:3:6 etc complete.( Analysis based on the S.O.R for roads, bridges and E&D works for the year 2018-19 of Tura & Williamnagar circle and local market rate )
30
-
-
Retaining wall/Breast wall
-
-
-
Earthwork in excavation for foundation of structures 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.
3737.6
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC M 15
180.6
-
-
Stone masonry work in cement mortar1:3 for substructure complete as per drawing and Technical Specifications. Random rubble mas
1569.6
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
410.25
-
-
Providing and laying pitching on slopes laid over Prepared filter media as per drawing and technical specifications Clause 1302
530.4
-
-
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.
1077
-
-
Wingwall Reconstruction
-
-
-
Excavation for Structures
Earthwork in excavation for foundation of structures 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.
34.4
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC M 15
3.9
-
-
Stone masonry work in cement mortar1:3 for substructure complete as per drawing and Technical Specifications.Random rubble masonry
34.4
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
12.56
-
-
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
19
-
-
Providing and laying pitching on slopes laid over Prepared filter media as per drawing and technical specifications Clause 1302
50.25
-
-
Road Furniture
-
-
-
Providing and Fixing 'Logo' of PWD Project
1
-
-
Fixing of citizen board
1
-
-
Road Cautionary sign
-
-
-
i) 900mm equilateral triangle
10
-
-
ii) 600mm Circular
9
-
-
iii) Fixing of 5th KM stone
1
-
-
iv) Fixing of Ordinary KM stone
10
-
-
v) Fixing of 200mtr stone
40
-
-
Direction and Place Identification signs upto 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
12.6
-
-
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