Meghalaya Basin Development Authority Tender
View complete overview of Meghalaya MBDA Tender
Meghalaya Basin Development Authority - MBDA Tender
Civil Works Roads
Eprocure
Opening Date28 Feb 2020
Closing Date20 Jul 2020
Tender Amount₹ 40,35,31,941
Costs
EMD
₹ 93,01,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MIDFC_378_1Bid Award Id
ViewTender No
PW/CE/NH/WB/14/2019/8Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
GEM & Bid Advisory Services
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Documents
BOQ Items
SITE CLEARANCE AND DISMANTLING
-
-
-
Clearing and Grubbing Road Land . (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.)
By Manual Means:-
In area of light jungle
6.26
-
-
Cutting of trees, including cutting of trunks, branches and removal of stumps and stumps of trees cut earlier, roots, stacking of serviceable material with all lifts and upto a lead of 1000 m and earth filling in the depression/pit.
ii) Girth from 600mm to 900mm
12
-
-
Dismantling of existing structure of Structures (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)
Lime /Cement Concrete
By Manual Means
-
-
-
B) Cement Concrete grade M15 & M20
4.5
-
-
C) Prestressed / Reinforced cement concrete grade M-20 & above
9
-
-
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
C) Above 900 mm
570
-
-
EARTHWORK
-
-
-
Excavation in Hilly Area in Any Type of Soil by Mechanical Means Requiring or not Requiring Blasting.
7620.86
-
-
Construction of Embankment with Material Deposited 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 table 300-2)
7620.86
-
-
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
27264.69
-
-
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
66750
-
-
Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction)
10608.32
-
-
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and 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)
21216.65
-
-
NON BITUMINOUS COURSES
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-
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Lime stabilization for improving sub-grade (Laying and spreading available soil in the subgrade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3% slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved subgrade)
(Mechanical means)
9159
-
-
Cement treated soil sub-base (Providing, laying and spreading soil on a prepared subgrade, pulverizing, adding 4% of cement to the spread soil, mixing in place with rotovator, 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 sub-base)
3664
-
-
Add extra for variation in cement quantity to achieve required strength +/- 4% cement content for 1 % variation
128240
-
11.19
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)
for grading- II Material (Rate Ref. to Rate Analysis 1)
9893.42
-
-
Wet Mix Macadam
(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper 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)
18115.15
-
-
BITUMINOUS COURSES
-
-
-
Prime coat 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 0.60 kg/sqm using mechanical means.
87921.19
-
-
Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
87921.19
-
-
Bituminous Concrete
Providing and laying bituminous concrete 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 per cent with Modified Bitumin 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 MORTH specification clause No. 509 complete in all respects
for Grading-II (13 mm nominal size)
2613.34
-
-
Extra Bitumen Content @ ± 0.1 % Bitumin Content in BC
4
-
63018
DRAINAGE & PROTECTION WORKS
-
-
-
Excavation for drain (Earth work in excavation 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 the gaps/ space with surplus excavated material.)
Ordinary Soil
Manual Means
Upto 3 m depth
2421.77
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B) PCC Grade M15
Case I : Using Concrete Mixer
695.14
-
-
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)
B. 1200 mm dia
420
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonry
1281.8
-
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
A. Stone/Boulder
241.44
-
-
Providing and laying boulders apron for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
A. Boulder laid dry without wire crates.
411.26
-
-
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
1130
-
-
MINOR BRIDGES
-
-
-
Excavation for drain (Earth work in excavation 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 the gaps/ space with surplus excavated material.)
Ordinary rock (not requiring blasting)
Manual Means
Depth upto 3 m
5048
-
-
Excavation for drain (Earth work in excavation 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 the gaps/ space with surplus excavated material.)
Ordinary rock (not requiring blasting)
Manual Means
Depth upto 3 m
433.84
-
-
Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6
nominal mix. Rate may be taken as per items 13.4.)
323
-
-
Back filling behind abutment, wing wall and return wall complete as per
drawing and Technical specification
A. Granular material
3095.43
-
-
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.
167
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
48.7
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
PCC Grade M15
114
-
-
PCC Grade M20
237
-
-
PCC Grade M30
351
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-
Providing Reinforced cement concrete in Foundation excluding reinforcement complete as per drawings and complete as per drawings and Technical Specifications Sections 1100, 1500 and 1700
M-30 grade
153
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-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
153.18
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
Height upto 5m
Using concrete Mixer
304.05
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-
Plain Cement Concrete/ Reinforced Cement Concrete in substructure excluding reinforcement complete as per drawings and Technical Specifications Sections 1500, 1700 and 2200.
M-30 grade
844
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-
M-35 grade
279
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-
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure (solid slab)as per drawing and Technical Specification and Technical Specifications Sections 1500, 1700 and 2300 b) M-40 grade
102
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-
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
24.65
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-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Specification Section 1600 For Sub structure/Foundation
94
-
-
a) Supplying, fitting and placing HYSD bar reinforcement in superstructure solid slabcomplete as per drawing and technical specifications Specification Section 1600 For Superstructure/Friction Slab/Facia Panels
150
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-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
16
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-
Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
720
-
-
Drainage Spouts complete as per drawing and Technical specification and Technical Specifications Clause 2705
31
-
-
Supplying and fixing of POT PTFE bearings complete (a) Sliding bearing
Capacity 1800 kN
2
-
-
(b) Guided bearings
Capacity 1800 kN
3
-
-
(c) Fixed bearing Capacity 1400 kN
1
-
-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint
catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
80
-
-
Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie"
metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per
277
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Technical Specifications Section 1700, 2100 & 2700.
M-15 grade
39
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification drawings and Technical Specifications Sections 1500, 1600, 1700 and 2100 and Clause 2704.
M-30 grade
78
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-
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
1193.1
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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 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.
417
-
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
Stone/Boulder
380
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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
737
-
-
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications
66.39
-
-
Carrying out confirmatory bores up to required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as per IRC : 78-1981
(i) Depth between 0 m to 10 m
40
-
-
Painting of Bridge no. and span arrangement as per drawing, IRC:7-1971 and Technical Specifications Section 800.
8
-
-
Providing and painting of flood gauge on substructure in full height and 500 mm width as per the directions of the Engineer.
50
-
-
Supplying and compacting local sand conforming to IS:383-1970 in foundations as per Drawings and directions of the Engineer
494
-
-
Dismantling of Structures (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)
(i) By Manual Means (A) Lime Concrete, cement concrete grade M-10 and below
100
-
-
By Mechanical Means
102
-
-
Prestressed / Reinforced cement concrete grade M-20 & above
100
-
-
Wood work wrought framed and fixed in frames oftrusses upto a height of 5 m above plinth level
344
-
-
CONSTRUCTION OF SUB-WAY
-
-
-
Construction of Embankment with Material Deposited 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 table 300-2)
7312.5
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)
351.56
-
-
Wet Mix Macadam
(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper 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..)
234.38
-
-
Prime coat (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 0.60 kg/sqm using mechanical means.)
2343.75
-
-
Tack Coat (ii) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
2343.75
-
-
Open -Graded Premix Surfacing (Providing, laying and rolling of open -graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
2343.75
-
-
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 B seal coats)
2343.75
-
-
Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets)
37.5
-
-
DRAINAGE & PROTECTION WORKS
-
-
-
Excavation for drain (Earth work in excavation 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 the gaps/ space with surplus excavated material.)
10177.73
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
814.88
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B) PCC Grade M15
Case I : Using Concrete Mixer
1214.15
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B) PCC Grade M20
Case I : Using Concrete Mixer
1485.96
-
-
Plain/Reinforced cement concrete in cc drain cover complete as per drawing and technical specifications
IV) RCC Grade M20
Case-I, Using Concrete Mixer
331.3
-
-
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
9390
-
-
Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.
35.73
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
879.02
-
-
TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCES
-
-
-
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
i) 5th km stone (Precast)
4
-
-
ii) Ordinary Km stone (Precast)
17
-
-
iii) Hectometer stone (Precast)
84
-
-
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
210
-
-
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.)
-
-
-
(i) Road Edge Line
4060.5
-
-
(ii) Pedestrian crossing
72
-
-
Retro- reflectorised Traffic signs (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 angle iron post 75 mm x 75 mm x 6 mm 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)
-
-
-
a) Informatory Signs iv) 800 mm x 600 mm
10
-
-
b) Cautionary signs
i) 900 mm Triangular
158
-
-
c) Mandatory signs
iii) 600 mm circular
92
-
-
vii) 90 cm high octagon
43
-
-
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 stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
48
-
-
Direction and Place Identification signs with size more than 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
3.24
-
-
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier 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, 1.8 m high, 1.1 m below ground/road level, 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 clause
1480
-
-
Supplying and fixing Chevron sign on outer face of the curve as per IRC specification.
1062
-
-
BUS BAY AND TRUCK LAY BYE
-
-
-
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)
(Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)
for grading- II Material (Rate Ref. to Rate Analysis 1)
222
-
-
Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
1500
-
-
Providing, fitting and fixing mild steel railing complete as per drawing.
440
-
-
Excavation for Structures (Earth work in excavation 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.)
49.76
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
26.2
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
2.8
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
22
-
-
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
3.94
-
-
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
16.07
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per
Technical specifications
40.25
-
-
DAYWORKS
-
-
-
Use of Contractor's equipment inclusive of all costs for run time only
-
-
-
Cranes 3 Tonnes
50
-
527
Dozer D-50-A15
50
-
3251
Hydraulic Excavator of 1 cum bucket
150
-
1918
Tipper - 5 cum
500
-
810
Motor Grader 3.35 m blade
50
-
3528
Generator 33 KVA
250
-
548.88
Concrete Mixer 1 cum
250
-
346
Plate compactor
250
-
329.1
Water tank
250
-
850
Tractor
250
-
533
Supply of Labour including tools and plants
-
-
-
Mason / Mistri
150
-
650
Other skill labour / Electrician / Mechanics / Carpenter etc
50
-
550
Unskilled Labour
500
-
450
ENVIRONMENTAL COST
-
-
-
Development of water source Concrete drain and Check dams structures as per drawings and specifications
3
-
-
Compensatory plantation against tree cut
120
-
-
Soil Erosion protection Vegetaed bamboo crib wall
3214
-
-
Turfing with sods on slope protecton
3854
-
-
Clearance of Landslide upto 1000m distance
3446
-
-
Disposal of material from location more than 1km to 6km distance
3429
-
-
ROUTINE MAINTANANCE
-
-
-
1st Year
20.86
-
2471500
2nd Year
20.86
-
3534200
3rd Year
20.86
-
3578200
4th Year
20.86
-
3830100
5th Year
20.86
-
3992600
Evaluation Notes How It Works ?
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