Meghalaya Basin Development Authority Tender
View complete overview of Meghalaya MBDA Tender
Meghalaya Basin Development Authority - MBDA Tender
Civil Works Roads
Eprocure
Opening Date25 Jun 2020
Closing Date24 Jul 2020
Tender Amount₹ 58,51,27,672
Costs
EMD
₹ 1,24,49,730Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MIDFC_401_1Bid Award Id
ViewTender No
PW/CE/NH/WB/1/2020/4Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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FORMATION CUTTING
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Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit complete as per MORT&H specification 201.
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i) Girth from 300 mm to 600 mm
15
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ii) Girth from 600 mm to 900 mm
12
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iii) Girth from 900 mm to 1800 mm
8
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iv) Grith above 1800mm
3
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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 complete as per MORT&H specification 201.
a) In area of light jungle By Mechanical Means.
75740
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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 complete as per technical specification Cl.
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a) Reinforced Cement Concrete grade M20 (By mechanical Means)
1
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b) Cement Concrete (PCC M15)
37
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c) Rubble Stone Masonry in Lime Mortar
1122
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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 complete as per MORTH specification Cl. 202 a) 600 to 900 mm dia
67.5
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Excavation in Hilly area by mechanical means in all types of excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc. including trimming of slopes and disposal of cut material including loading & unloading with all lifts and lead upto 1000 complete as per technical specification
30023
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Disposal of cut material - Road Work & Drains
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Additional haul of surplus cut material disposal beyond 1km and upto 2km (max. 1 km additional lead)
26382
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Additional haul of surplus cut material disposal beyond 1km and upto 8km (max. 7km additional lead)
14206
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Scarifying existing granular road surface to a depth of 50mm by manual means and disposal of scarified materials within all lifts and leads upto 1000 metres complete as per MORTH technical specification Cl. 305 4.3
11193
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Scarifying existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified materials within all lifts and lead upto 1000 metres complete as per MORTH technical specification Cl. 305 4.3
100735
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Compacting original ground supporting subgrade (Loosening of the gorund upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.
16323
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Disposal of landslide/Hill cutting material with all lifts and lead upto 1000m complete as per MORTH 301.3.9
6260
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Disposal of landslide material for additional haul involving beyond 1 km and upto 6 Km complete as per MORTH 301.3.9
6260
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ROAD SIDE DRAINS
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Road side Ordinary Drain: Excavation for lined / unlined surface drains of average cross sectional area 0.40 sqm in all types of soil (soil, soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc). 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 of 50 metres (average lead 25 metres) complete as per MORT&H technical specifications 309.
A) Mechanical Means
32242
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Construction of PCC M20 Hill side drain in accordance with the requirement of specifications true to lines and grades. Dimension and other particulars as per drawing and Technical Specification
2971
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
149
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Reinforced cement concrete M20 mix in drain cover with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position using concrete Mixer
393
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HYSD Steel reinforcement for R.C.C. works including bending, binding and placing in position.
24
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NON BITUMINOUS COURSES
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Construction of subgrade 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
1500
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Cement Treated Soil Sub Base/ Base
Providing, laying and spreading soil on a prepared sub grade, pulverising, adding 4 % quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase / base, complete as per MORTH Specification 403 and Table 400-4
1844
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Extra / reduction for cement quantity beyond / below 4% for every additional of 1 % cement content
62.7
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11520
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Construction of granular sub-base by providing close graded Material, for pavement and junctions mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORT&H technical specifications 401 .
a) For Grading-II Material (Mechanical Means)
4361
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Providing, laying, spreading and compacting hard shoulder by granular sub-base by providing close graded Material, carriage of Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller, complete as per technical specifications
13881
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Construction of 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
10038
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Providing, laying, spreading and compacting graded stone aggregates for pavement, road humps and junctions of specific sizes to WMM specification including premix the Material with water at OMC in mechanical mix plant carriage of mixed material by tiper 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 complete as per technical specification Cl. 406
27969
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Providing and laying 80mm thick faciory made cement concrete interlocking paver block of minimum 30MPa compressive Strengthmade by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 40mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (as per IRC SP 63)
3750
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BITUMINOUS COURSES
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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 0.75 kg/sqm using mechanical means. Complete as per technical specifications. Low Porosity
130951
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30kg per sqm on the prepared granular surface cleaned with mechanical broom.Complete as per technical specifications Primer @ 0.3kg/sqm
130951
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Bituminous Concrete (30mm Thickness) Providing and laying Bituminous concrete for pavement 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% 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 specifications complete in all respects.
Bitumen: for Grading II (10mm nominal size)
3939
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Extra for Bitumen quantity variation of bitumen content of 0.10 % by weight of mix.
75
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60558
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RETAINING WALL
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Excavation for Structures
Earth work in excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc.) 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. Mechanical Means
2972
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Plain cement concrete in Open Foundation complete as per Drawing and MORT&H technical specifications 1500, 1700 & 2100.
a) PCC M15 grade
727
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Stone masonry work in cement mortar 1 : 3 for substructure complete as per drawing and MORT&H technical specifications 1400 & 2200.
a) Coarsed Rubble masonry
3047
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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 MoRT&H specifications to a thickness of not less than 600 mm with a smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification Cl.
1580
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Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specifications Cl. a) Granular Material
750
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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 MORT&H technical specifications 2706 & 2200.
1847
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BREAST WALL & GABION
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Excavation for Structures
Earth work in excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc.) 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. By Mechanical means
449
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Providing regular dry stone masonry wall with hammer dressed or blunt chisel dressed stone, stones of heavy section (size not less than 25cmx25cmx30cm long) with proper key stone each not less than 25cm x25cm x 75cm long complete as per MORT&H technical specifications 1000 & 1400.
543
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Coarsed Rubble Stone masonry work in cement mortar 1 : 3 for substructure complete as per drawing and technical specifications Cl.
665
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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 MoRT&H specifications to a thickness of not less than 600 mm with a smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification Cl.
441
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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 Cl.
805
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Providing and construction of a gabian 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.
1413
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CROSS DRAINAGE WORKS
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Construction of embankment with material deposited from roadway cutting. Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete as per MORT&H specification 305.
347.1
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Excavation for Structures
Earth work in excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc.) 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. (MoRT&H specification section 304)
By Mechniacal Means
591.5
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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.
130
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Coursed Rubble stone masonry in cement sand mortar 1:3 in foundation unto a depth of 1.50m and also 1.50m above ground level/bed level complete as per drawing and MORT&H technical specifications 1400 & 2200.
574.6
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Plain cement concrete M15 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50m below ground level and 1 or 1.50 m above Ground Bed Level complete as per Drawing and Technical Specifications as per MORT&H specification 2700.
104
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lift.
(a) Filter media behind abutment wing and return wall (Boulder filling) complete as per drawing and Technical specifications complete as per MORT&H technical specification 710.1.4 of IRC:78 & 2200.
249.6
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Cement plaster 12mm thick in cement mortar 1:3 complete as per MORT&H technical specification 1300 & 2200.
189.82
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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 MORT&H technical specifications 2706 & 2200.
325
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Painting of Culvert No. and Span Arrangement as per Technical Specification clause 800.
13
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HPC 1@ 1.0 m (Widening)
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Construction of embankment with material deposited from roadway cutting. Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete as per MORT&H specification 305.
9
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Excavation for Structures
Earth work in excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc.) 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. (MoRT&H specification section 304)
32.7
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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.
2.5
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Coursed Rubble stone masonry in cement sand mortar 1:3 in foundation unto a depth of 1.50m and also 1.50m above ground level/bed level complete as per drawing and MORT&H technical specifications 1400 & 2200.
32.3
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Plain cement concrete M15 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50m below ground level and 1 or 1.50 m above Ground Bed Level complete as per Drawing and Technical Specifications as per MORT&H specification 2700.
5.5
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lift.
(a) Filter media behind abutment wing and return wall (Boulder filling) complete as per drawing and Technical specifications complete as per MORT&H technical specification 710.1.4 of IRC:78 & 2200.
13.4
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Cement plaster 12mm thick in cement mortar 1:3 complete as per MORT&H technical specification 1300 & 2200.
10.1
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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 MORT&H technical specifications 2706 & 2200.
13
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Painting of Culvert No. and Span Arrangement as per Technical Specification clause 800.
1
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RCC Slab Culvert Extension
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Excavation for Structures
Earth work in excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc.) 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. (MoRT&H specification section 304)
Mechanical means
313.5
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Reinforced cement concrete M20 mix with stone aggregates 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
13.2
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Coursed rubble stone masonry in cement sand mortar 1:3 in foundation upto a depth of 1.5m and also 1.5m above ground/bed level. (MoRT&H specification section 1000/1400).
926.2
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Supplying, fitting and placing reinforcement in superstructure complete as per drawing and Technical Specifications.
1.76
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Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and Technical Specifications.
11
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Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technicak specifications (MoRT&H specification section 1500, 1700, 2100)
140.8
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Tar Paper Bearing
13.2
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Backfilling behind abutment, wing wall and return wall (Granular Material) complete as per drawing and MORT&H technical specifications 710.1.4 of IRC:78 & 2200.
236.5
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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 MoRT&H specifications to a thickness of not less than 600 mm with a smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firm condition complete as per drawing and MOST specification 710.1.4 of IRC:78 and 2200
108.9
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Cement plaster 12mm thick in cement mortar 1:3 complete as per MORT&H technical specification 1300 & 2200.
111.1
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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 face. Complete as per drawing and technical specifications. (MoRT&H specification section 2706, 2200)
187
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Painting of Culvert No. and Span Arrangement as per Technical Specification clause 800.
Intercepter Drain
11
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HPC (Widening) 1 x 900mm dia pipe
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Construction of embankment with material deposited from roadway cutting.
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 complete as per MORT&H specification 305.
432
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Excavation for Structures
Earth work in excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc.) 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. (MoRT&H specification section 304) Mechanical means
1569.6
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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.
120
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Coursed Rubble stone masonry in cement sand mortar 1:3 in foundation unto a depth of 1.50m and also 1.50m above ground level/bed level complete as per drawing and MORT&H technical specifications 1400 & 2200.
1550.4
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Plain cement concrete M15 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50m below ground level and 1 or 1.50 m above Ground Bed Level complete as per Drawing and Technical Specifications as per MORT&H specification 2700.
264
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Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lift.
(a) Filter media behind abutment wing and return wall (Boulder filling) complete as per drawing and Technical specifications complete as per MORT&H technical specification 710.1.4 of IRC:78 & 2200.
643.22
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Cement plaster 12mm thick in cement mortar 1:3 complete as per MORT&H technical specification 1300 & 2200.
484.86
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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 MORT&H technical specifications 2706 & 2200.
624
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Painting of Culvert No. and Span Arrangement as per Technical Specification clause 800.
48
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Culverts Repairing works
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Excavation for Structures (Mechanical Means)
Earth work in excavation (excavation in soil, in soft rocks, ordinary hard rock not requiring blasting and hard rock requiring blasting / controlled blasting etc.) 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. (MoRT&H specification section 304)
2531.4
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Coursed Rubble stone masonry in cement sand mortar 1:3 in foundation unto a depth of 1.50m and also 1.50m above ground level/bed level complete as per drawing and MORT&H technical specifications 1400 & 2200.
3013.4
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Plain cement concrete M15 mix with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50m below ground level and 1 or 1.50 m above Ground Bed Level complete as per Drawing and Technical Specifications as per MORT&H specification 2700.
356.8
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Cement plaster 12mm thick in cement mortar 1:3 complete as per MORT&H technical specification 1300 & 2200.
143.7
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Painting of Culvert No. and Span Arrangement as per Technical Specification clause 800.
1
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Grating : Providing and fixing mild steel welded grating over intercepter drain consisting of ISMC 100 x 50 for frame fixed in position to drain walls using bolts all around and provided with stiffeners and NB 50 dia pipe placed longitudinally along drain at 90mm centers as per specification cl.
60
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TRAFFIC- SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
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Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other forgein matter, demarcation at site and traffic control complete as per MORT&H technical specification 803.
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Up to 10cm in width
3210
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Over 10cm in width for pedestrian crossings
437
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC: 8-1980, fixing in position including painting and printing etc.Complete as per MORT&H technical specification 804.
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Ordinary kilometre stone (precast)
7
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Retro-reflectorised Traffic signs
25
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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 pipe NB 50mm, 3.6mm thk. (weight 50.7 N/m) 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. complete as per MORT&H technical specification 801.
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a) 90 cm equilateral triangle
129
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b) 60 cm circular
178
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c) 60 x 45 cm rectangular Chevron Direction Sign Board
641
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel pipe NB 50mm, 3.6mm thk. (weight 50.7 N/m) 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 complete as per MORT&H technical specification 801.
a)upto 0.9 sqm Size Board.
17
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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 complete as per MORT&H technical specification 803.
6419
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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 strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings complete as per MORT&H technical specification 805.
1244
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Road Markers / Road Stud with Lens Reflector Providing and fixing of road stud 100x100mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphaltic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973
10363
-
-
... More
Providing and fixing precast M20 CC guard stones of size 0.1 x 0.15 x 0.3m @ 1.5m
19515
-
-
... More
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W' metal beam crash barrier (on locations with height 3m on valley side) 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, 1.8m high, 1.1 m below ground / road level incl. concrete block of size 300 x 300 x 1100mm, 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 complete as per MORT&H Specification 810.
19000
-
-
... More
ENVIRONMENTAL MANAGEMENT ITEMS
-
-
-
... More
Vegetated bamboo crib wall : Construction of Vegetated bamboo crib wall width 1.2m & height 1.5m including providing and supplying bamboo, binding wire, cutting, plantation of vegetaion / grass, making Benching & backfilling.
4500
-
-
... More
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering complete as per MORT&H technical specifications 307.
46637
-
-
... More
(A) Mitigation/Enhancement
-
-
-
... More
Sprinkling of water in the settlement and working area as per instruction of SC
18
-
-
... More
Water Tanks
10
-
-
... More
Compensatory afforestation, in accordance with Forest Conservation Act (1980) as per guideline provided in EMP
380
-
-
... More
Additional tree plantation along valley slopes as per guideline provided in EMP
2000
-
-
... More
Maintenance grant to local SHGs (Self Help Groups) under councils for ensuring survival as per guideline provided in EMP
40
-
-
... More
Provision of bamboo tree guards for the trees 500 m on either side of villages as per guideline provided in EMP
380
-
-
... More
Bioengineering measures for protection of slopes
30000
-
-
... More
Development of water source structures: Concrete drain and check dams
8
-
-
... More
Mitigation.Enhancement Costs
Monitoring
-
-
-
... More
Monitoring near all hot mix plant locations approved by the Engineer as per NAAQS, 2009 CPCB
15
-
-
... More
Monitoring at construction sites in tandem with construction Engineer as per NAAQS, 2009 CPCB
15
-
-
... More
Water Quality: At locations specified in the monitoring plan as per IS 10500 and IS 2296
15
-
-
... More
Water Quality: At four locations specified in the Monitoring Plan as per IS 10500 and IS 2296
15
-
-
... More
Noise: At equipment yards as directed by the Engineer as per CPCB guideline 1989
12
-
-
... More
Noise: At locations of compensatory plantation, all along the corridor as per CPCB guideline 1989
2
-
-
... More
DAY WORKS
-
-
-
... More
Use of contractor's equipment inclusive of all costs for run time only.
-
-
-
... More
Cranes 3 tonnes
50
-
527
... More
Dozer D-50 - A 15
50
-
3251
... More
Hydraulic / Loader cum Excavator of 1 cum bucket
150
-
1981
... More
Tipper - 5cum
500
-
810
... More
Motor Grader 3.35m blade
50
-
3528
... More
Generator 63 KVA
250
-
847
... More
Concrete Mixer 1 cum
250
-
346
... More
Needle Vibrator
250
-
225
... More
Plate Compactor
250
-
2259
... More
Water Tanker 6kl
250
-
850
... More
Tractor
250
-
533
... More
Supply of Labour including tools and plants
-
-
-
... More
Mason / Mistri
150
-
650
... More
Other skill labor / Electrician / Mechanics / Carpenter etc.
250
-
650
... More
Unskill Labor
500
-
325
... More
ROUTINE MAINTANANCE
-
-
-
... More
1st Year
31.09
-
118486.5
... More
2nd Year
31.09
-
167746.18
... More
3rd Year
31.09
-
168167.76
... More
4th Year
31.09
-
179405.26
... More
5th Year
31.09
-
187195.26
Evaluation Notes How It Works ?
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