Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date23 Apr 2019
Closing Date23 May 2019
Tender Amount₹ 21,91,17,645
Costs
EMD
₹ 43,82,353Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEMEG_77668_1Bid Award Id
ViewTender No
2018-19(IV)-MG/06/03/109Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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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Dismantling of Flexible Pavements
-
-
-
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(I) Manual Means
(A) Bituminous Course
643.99
-
843
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Compacting Original Ground
-
-
-
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(ii) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
7418.64
-
73
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Construction of Subgrade and Shoulder
-
-
-
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Construction of Sub Grade and Earthen Shoulders with approved materials obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted etc. upto a lead of 1000 m as per technical specification Clause 303.1
5579.52
-
320
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Sub Base
-
-
-
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(A) By mix in Place Method 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.
(II) For Grading Material (Gr - II )
2994.05
-
3397.18
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BASE COURSE
Water Bound Macadam Sub-base/base Water Bound Mecadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A).By Manual Means
-
-
-
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2) Grading-II (A) By manual Means (0.00 Km to 5.80 Km)
1628.71
-
5114.2
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2) Grading-II (A) By manual Means (5.80 Km to 8.80 Km)
174.33
-
3048.93
... More
3) Grading-III (A) By manual means (0.00 Km to 5.80 Km)
1628.71
-
4736.3
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3) Grading-III (A) By manual means (5.80 Km to 8.80 Km)
174.33
-
3180.55
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Bituminous work
-
-
-
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Prime-Coat (i) Low porosity
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 .70-1.0 kg/sqm using mechanical means etc.
31709.67
-
39.13
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Tack-coat (ii).Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
31709.67
-
18.5
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OGPC (Cold Mix)
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, 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.
Case-II By Mechanical Means
(i) Bitumen (S-90)
31709.67
-
270.96
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Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-C
(i) Bitumen (S-90)
31709.67
-
101.76
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Retaining Wall (30 M)
-
-
-
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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
(i).Upto 3 m depth
38.4
-
287
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
III.Random rubble masonry (ii).In cement mortar (1:4)
110.25
-
9334.79
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Providing weep holes in brick masonry,plain/reinforced concrete abutment,wing wall,return wall with AC pipe entending through the full width of the structure with slope of 1 ( V) : 20 (H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 of specification of Rural Roads
30
-
552.18
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Back filling behind abutment , Win wall,and return wall complete sa per drawing and technical specification, Clause 1204.3.8
45
-
2930.46
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Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means
-
-
-
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(i).Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
For Stone -
155.25
-
105
... More
(ii).Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m
For Sand -
115.76
-
53
... More
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
For Stone -
155.25
-
53
... More
(iv).Unloading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m
For Sand -
115.76
-
33
... More
Loading and unloading of cement by manual means
-
-
-
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(i)Loading of cement by manual maeans including a lead of upto 30.00m
34.18
-
142
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(ii)Unloading of cement by manual maeans including a lead of upto 30.00m
34.18
-
142
... More
Haulage excluding Loading & Unloading
-
-
-
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For stone -
-
-
-
... More
Case-I : Surfaced Road
20260.13
-
6
... More
Case-III: Katcha track
2095.88
-
15
... More
For Cement -
-
-
-
... More
Case-I : Surfaced Road
1367.2
-
6
... More
Case-III: Katcha track
273.44
-
15
... More
For sand -
-
-
-
... More
Case-I : Surfaced Road
11112.96
-
6
... More
Case-III: Katcha track
1666.94
-
15
... More
Reconstruction of Face Wall 7 nos.
-
-
-
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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.
Ordinary rock (not requiring blasting)
Upto 3 m. depth
Face wall
408.24
-
287
... More
Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
Base of Face wall
15.12
-
8844.49
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonary
(ii) In 1:4 Cement Mortar
-
-
-
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Face wall
255.15
-
7733.19
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Parapet
10.08
-
7733.19
... More
Filter material for R/W and Hume pipe
Providing and laying fiter media with granular cvrushed agrregates as per specification etc
63
-
4069.9
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Plastering with cement mortar (1:4) 15 mm thick on brick work for substructure as per technical specification.
130.2
-
330.62
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SOHP at 3520 m & 6425 m
-
-
-
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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.
Ordinary rock (not requiring blasting)
Upto 3 m. depth
182.86
-
287
... More
Providing and laying reinforced cement concrete pipe NP3 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 Clause 1106.
15
-
14512.32
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Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
7.47
-
8844.49
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Bedding for Pipe
Type A (concrete cradle) Bedding
Layaing concrete cradle bedding with M15 Grade cement concrete as per clause 1105 (i)
5.63
-
7241.46
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random Rubble Masonary
(ii) In 1:4 Cement Mortar
62.93
-
7733.19
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Filter material for R/W and Hume pipe
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
Sand filling
12.3
-
2757.35
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
II. Earth Filling (Above NP3 Pipe for cushioning)
21.75
-
2757.35
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Unlined Drain
-
-
-
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Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
4850
-
67
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Stone Masonry Drain
-
-
-
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Excavation in Structures
Earthwork in excavation for foundation of structures upto 3.00 m depth as per drawing and technical specification Clause 1104 including setting out etc. complete
554.71
-
256
... More
Plain cement concrete M 10 ( 1 : 3 : 6 nominal mix ) in levelling course below open foundation of head walls as per drawing & technical specification Clause 1109
15.06
-
6341
... More
Stone masonry work in cement mortar in foundation as per drawing and technical specification Clause 702,704,1202 & 1203
180.72
-
6307
... More
Plastering with cement mortar ( 1 : 4) 15 mm thick etc.
602.4
-
267
... More
(i).Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
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a)Stone
195.18
-
105
... More
b)Sand
206.47
-
53
... More
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
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a)Stone
195.18
-
53
... More
b)Sand
206.47
-
33
... More
Loading and unloading of cement by manual means.
-
-
-
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i)Loading of cement by manual means
91.67
-
142
... More
ii)Unloading of cement by manual means
91.67
-
142
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Haulage
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
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For Stone -
-
-
-
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Case-I : Surfaced Road
25470.68
-
6
... More
Case-II: Unsurfaced
2634.9
-
8
... More
For Sand -
-
-
-
... More
Case-I : Surfaced Road
18582.53
-
6
... More
Case-II: Unsurfaced
2787.38
-
8
... More
For cement -
-
-
-
... More
Case-I : Surfaced Road
3666.87
-
6
... More
Case-II: Unsurfaced
733.37
-
8
... More
Guard Post
-
-
-
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Construction of RCC guide posts 250 mm dia M15 grade cast-in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical Specification Clause 1608.2
416
-
3541.68
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Traffic Signs
-
-
-
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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 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 600 mm Equilateral Triangle
32
-
3467.61
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iii) 600 mm Circular
16
-
3855.13
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
-
7900.97
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PMGSY Informatory Sign Board with Logo
-
-
-
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Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
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(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
5
-
12000
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Logo of PMGSY Project
-
-
-
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Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
1
-
41239.83
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“Citizen’s information Board”
-
-
-
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Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm
1
-
41239.83
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Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and Technical Specification Clause 1703
1
-
4154.04
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Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and Technical Specification Clause 1703
10
-
3669.89
... More
Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification Clause 1703
44
-
985.77
... More
Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
176
-
130.56
... More
10 m Bridge at 4949 m
-
-
-
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Foundation
-
-
-
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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.
(a) upto 3m depth
74.4
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
59.52
-
10116.4
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
46.26
-
8209.75
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
7.2
-
80271.1
... More
Sub- Structure
-
-
-
... More
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
115.84
-
10757.65
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
11.13
-
80396.1
... More
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
44
-
493.46
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
51.98
-
2858.4
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
63.4
-
2977.13
... More
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
144.5
-
3906
... More
Super-Structure
-
-
-
... More
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
51.1
-
11396.85
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
3.48
-
81592.1
... More
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
3.92
-
16854.45
... More
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
35.2
-
3453.39
... More
Drainage spouts complete as per drawing and technical specification Clause 1209
6
-
1451.21
... More
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
6.3
-
7970.75
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
13.78
-
15475.95
... More
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
12
-
41807.36
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
24
-
402.08
... More
Protective work
-
-
-
... More
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
87.68
-
11961.88
... More
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
51.65
-
2576.6
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
26.56
-
8209.75
... More
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.
67.91
-
256
... More
10 m Bridge at 5004 m
-
-
-
... More
Foundation
-
-
-
... More
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.
(a) upto 3m depth
74.4
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
59.52
-
10116.4
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
46.26
-
8209.75
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
7.2
-
80271.1
... More
Sub- Structure
-
-
-
... More
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
115.11
-
10757.65
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
11.11
-
80396.1
... More
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
44
-
493.46
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
51.98
-
2858.4
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
63.4
-
2977.13
... More
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
144.5
-
3906
... More
Super-Structure
-
-
-
... More
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
51.1
-
11396.85
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
3.48
-
81592.1
... More
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
3.92
-
16854.45
... More
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
35.2
-
3453.39
... More
Drainage spouts complete as per drawing and technical specification Clause 1209
6
-
1451.21
... More
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
6.3
-
7970.75
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
13.78
-
15475.95
... More
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
12
-
41807.36
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
24
-
402.08
... More
Protective work
-
-
-
... More
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
87.68
-
11961.88
... More
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
51.65
-
2576.6
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
26.56
-
8209.75
... More
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.
67.91
-
256
... More
10 m Bridge at 5476 m
-
-
-
... More
Foundation
-
-
-
... More
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.
(a) upto 3m depth
74.4
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
59.52
-
10116.4
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
46.26
-
8209.75
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
7.2
-
80271.1
... More
Sub- Structure
-
-
-
... More
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
137.9
-
10757.65
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
11.43
-
80396.1
... More
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
44
-
493.46
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
51.98
-
2858.4
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
104.02
-
2977.13
... More
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
173.18
-
3906
... More
Super-Structure
-
-
-
... More
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
51.1
-
11396.85
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
3.48
-
81592.1
... More
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
3.92
-
16854.45
... More
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
35.2
-
3453.39
... More
Drainage spouts complete as per drawing and technical specification Clause 1209
6
-
1451.21
... More
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
6.3
-
7970.75
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
13.78
-
15475.95
... More
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
12
-
41807.36
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
24
-
402.08
... More
Protective work
-
-
-
... More
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
87.68
-
11961.88
... More
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
51.65
-
2576.6
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
26.56
-
8209.75
... More
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.
67.91
-
256
... More
12 m Bridge at 6431 m & 6642 m
-
-
-
... More
Foundation
-
-
-
... More
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.
(a) upto 3m depth
615.48
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
215.76
-
7986.26
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
96.7
-
7986.26
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
14.4
-
80271.1
... More
Sub- Structure
-
-
-
... More
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
245.28
-
10521.13
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
20.76
-
80396.1
... More
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
88
-
493.15
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
103.95
-
2685.6
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
95.62
-
2778.41
... More
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
288.99
-
3711.6
... More
Super-Structure
-
-
-
... More
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
141.75
-
11160.33
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
13.64
-
81592.1
... More
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
16.04
-
16654.08
... More
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
86.4
-
3435.28
... More
Drainage spouts complete as per drawing and technical specification Clause 1209
12
-
1451.21
... More
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
12.6
-
7747.26
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
27.55
-
15239.43
... More
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
24
-
41807.36
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
48
-
402.08
... More
Protective work
-
-
-
... More
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
175.37
-
10745.08
... More
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
103.31
-
2360.6
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
53.12
-
7986.26
... More
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.
135.81
-
256
... More
8 m Bridge at 7567 m
-
-
-
... More
Foundation
-
-
-
... More
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.
(a) upto 3m depth
73.2
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
59.52
-
9242.57
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
47.8
-
8209.75
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
7.2
-
80271.1
... More
Sub- Structure
-
-
-
... More
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
86.41
-
10757.65
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
10.04
-
80396.1
... More
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
44
-
493.46
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
51.98
-
2858.4
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
34.97
-
2977.13
... More
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
124.42
-
3906
... More
Super-Structure
-
-
-
... More
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
32.36
-
11396.85
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
2.21
-
81592.1
... More
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
2.74
-
16402.84
... More
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
32.4
-
3453.39
... More
Drainage spouts complete as per drawing and technical specification Clause 1209
6
-
1451.21
... More
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
6.3
-
7970.75
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
13.78
-
15475.95
... More
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
12
-
41807.36
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
24
-
402.08
... More
Protective work
-
-
-
... More
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
87.68
-
11961.88
... More
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
51.65
-
2576.6
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
26.56
-
8209.75
... More
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.
67.91
-
256
... More
12m Bridge at 8817 m
-
-
-
... More
Foundation
-
-
-
... More
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.
(a) upto 3m depth
307.74
-
256
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (V) RCC grade M25
107.88
-
9136.55
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (II) RCC grade M25 (a) Levelling Course(b) PCC over foundation
48.35
-
7986.26
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202
7.2
-
80271.1
... More
Sub- Structure
-
-
-
... More
Plain /Reinforcement Concrete in substructure complete as per drawing and Technical specification clause 802, 804,805, 806, 807,1202 & 1203 (V) RCC grade M25
131.77
-
10521.13
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202
11.33
-
80396.1
... More
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
44
-
493.15
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (I) Granular Material
51.98
-
2685.6
... More
Backfilling behind abutment, wing wall and return wall completed as per technical specification clause 1204.3.8 (II) Sandy Material
68.12
-
2778.41
... More
Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302
158.84
-
3711.6
... More
Super-Structure
-
-
-
... More
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
70.88
-
11160.33
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
6.82
-
81592.1
... More
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
4.68
-
16654.08
... More
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
43.2
-
3435.28
... More
Drainage spouts complete as per drawing and technical specification Clause 1209
6
-
1451.21
... More
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
6.3
-
7747.26
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
13.78
-
15239.43
... More
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
12
-
41807.36
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
24
-
402.08
... More
Protective work
-
-
-
... More
Providing and laying of boulder apron for bed protection with stone boulders of mnimum size and weight as per table 1300.1, no fragment weighing less than 5 kg laid dry complete as per drawing and technical specifications clause 1301
87.68
-
10745.08
... More
Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302
I.Stone/Boulder
51.65
-
2360.6
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202, & 1203 (ii) PCC grade M15
26.56
-
7986.26
... More
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.
67.91
-
256
... More
Repair of Bridge Super Structure at Super-Structure
-
-
-
... More
Providing and laying Concrete (M-25) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
34.93
-
11396.85
... More
Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202
2.31
-
81592.1
... More
Providing and laying Concrete (M-30) for Reinforced Cement Concrete in Superstructure as per drawing and Technical specification clause 800, 1205.4 & 1205.50
4.08
-
16402.84
... More
Construction of RCC railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade,tolerance of vertical railing post not to exeed 1 in 500, centre to centre spacing between vertical posts not to exeed 2000mm as per drawing and technical specifications Causes 800, 900 and 1208.3
35.2
-
3453.39
... More
Drainage spouts complete as per drawing and technical specification Clause 1209
6
-
1451.21
... More
PCC M15 ordinary grade (1:2:5.5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
5.57
-
7970.75
... More
Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211
12.17
-
15475.95
... More
Providing and laying of Compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into gap with special adhesive binder as per drawing, and technical specifiation clause 1207.2.4
10.6
-
41807.36
... More
Providing and fixing 20mm thick compressible fibre board in expansion joint as per drawing and technical specifications clause 1207.2.3
21.2
-
402.08
... More
Bridge 25.00m span at 4190 m
-
-
-
... More
FOUNDATION
-
-
-
... More
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
ii) 3m to 6m depth
315.06
-
342
... More
Ii. Ordinary rock not requiring Blasting
i) Upto 3m depth
133.13
-
1224
... More
Providing and laying of PCC M10 levelling course thick in open foundation
II. PCC Grade M-10 (Levelling Course)
10.3
-
9333
... More
Plain/Reinforced concrete in Open Foundation as per drawing and specification
RCC M25
62.32
-
11138.88
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
6.93
-
90285
... More
Providing and laying of PCC M15 Filling in open foundation
II. PCC Grade M-15
30.9
-
9959
... More
SUBSTRUCTURE
-
-
-
... More
Plain/Reiforec concrete in Substructure complete as per Drawing and specification
RCC M-25
i)Using Concrete Mixer
80.75
-
11797
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.67
-
90425
... More
Supplying, fitting and fixing in position true to line and level Roller Rocker Bearing conforming to IRC 83 Section IX and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
832
-
816
... More
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
78
-
553
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Ii) Granular Material
218.63
-
2824
... More
SUPERSTRUCTURE
-
-
-
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
II. RCC M-25
95.15
-
12546
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
19.18
-
91764
... More
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
8.22
-
18705
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
65.68
-
4120.58
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
8
-
1627
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
4.07
-
7793.57
... More
Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
8.51
-
17097
... More
Providing Laying Buried Expansion joint covered with 12 mm thick ,200 mm wide galvanised weildable structural steel mplate as per IS 2062 placed symmetrical to the cener line of the joint weilding of 8 mm dia 100mm long galvanised nails spaced 1at 300 mm c/c along trhe cL of the plate as per technical specification cl 1207.2.3
10.3
-
2426.26
... More
Filler Joint
-
-
-
... More
Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2
5.15
-
4712.26
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
5.15
-
365.26
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixedends of simply supported spans,covered with sealant complete as per drawing and technical specification.
5.15
-
80.26
... More
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
5.15
-
46.26
... More
White Washing of Parapet Walls
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scapping, etc. as pre technical specification Clause 1915
72.25
-
20
... More
PROTECTION WORK
-
-
-
... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing
218.62
-
3067
... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
167.66
-
2547
... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
83.84
-
4562
... More
Sub Way
-
-
-
... More
Supllying fitting and fixing piles shoes made of 6 mm thick iron plate and 6mm thick flat iron to shape etc.
24
-
1069
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
a) Portion above ground (handling) ii) Above 250 mm to 300 mm dia
162
-
249
... More
b) Portion below ground (as actually driven)
ii) Above 250 mm to 300 mm dia
144
-
725
... More
Supply of Salwood round posts of size (average) 30cm av dia dressed
306
-
2000
... More
Labour for fitting fixing, iron works in RSJ beams, angle,tees, etc. Complete.
149.4
-
1561
... More
Extra for scarfing and joining piles (Jarul,Nahar or sal) with bolts and nuts,clamps length being clamp 90 cm each joint complete.
24
-
2614
... More
Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
26.78
-
62675
... More
Approach
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
675
-
376
... More
Granular Sub base with close graded Material (Table:400-1) B.by mix in place method (Construction of granular sub base by providing close graded material,spreding in uniformlayers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achive to desired density, complete as per claudse 401 (ii) for grading II material
33.75
-
3413
... More
providing , laying and spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnesin stages to proper grade and camber,app
Grading-II(using screening Crushable type such as Moorum and Gravel)
16.88
-
4613
... More
Grading-III(using screening Crushable type such as Moorum and Gravel)
16.88
-
4787
... More
PMGSY Informatory Signboard with Logo (For Bridge)
-
-
-
... More
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
... More
Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
2
-
41158.43
... More
Bridge 25.00m span at 5990 m
-
-
-
... More
FOUNDATION
-
-
-
... More
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
ii) 3m to 6m depth
415.25
-
342
... More
Ii. Ordinary rock not requiring Blasting
i) Upto 3m depth
146.3
-
1224
... More
Providing and laying of PCC M10 levelling course thick in open foundation
II. PCC Grade M-10 (Levelling Course)
13.08
-
9333
... More
Plain/Reinforced concrete in Open Foundation as per drawing and specification
RCC M25
93.42
-
11138.88
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
8.78
-
90285
... More
Providing and laying of PCC M15 Filling in open foundation
II. PCC Grade M-15
39.66
-
9959
... More
SUBSTRUCTURE
-
-
-
... More
Plain/Reiforec concrete in Substructure complete as per Drawing and specification
RCC M-25
i)Using Concrete Mixer
180.86
-
11797
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
18.92
-
90425
... More
Supplying, fitting and fixing in position true to line and level Roller Rocker Bearing conforming to IRC 83 Section IX and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
832
-
816
... More
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
76
-
553
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Ii) Granular Material
448.94
-
2824
... More
SUPERSTRUCTURE
-
-
-
... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
II. RCC M-25
95.15
-
12546
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
19.18
-
91764
... More
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
8.22
-
18705
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
65.68
-
4120.58
... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209
8
-
1627
... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
4.07
-
7793.57
... More
Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
8.51
-
17097
... More
Providing Laying Buried Expansion joint covered with 12 mm thick ,200 mm wide galvanised weildable structural steel mplate as per IS 2062 placed symmetrical to the cener line of the joint weilding of 8 mm dia 100mm long galvanised nails spaced 1at 300 mm c/c along trhe cL of the plate as per technical specification cl 1207.2.3
10.3
-
2426.26
... More
Filler Joint
-
-
-
... More
Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2
5.15
-
4712.26
... More
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
5.15
-
365.26
... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixedends of simply supported spans,covered with sealant complete as per drawing and technical specification.
5.15
-
80.26
... More
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
5.15
-
46.26
... More
White Washing of Parapet Walls
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scapping, etc. as pre technical specification Clause 1915
72.25
-
20
... More
PROTECTION WORK
-
-
-
... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing
218.62
-
3067
... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
167.66
-
2547
... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
83.84
-
4562
... More
Sub Way
-
-
-
... More
Supllying fitting and fixing piles shoes made of 6 mm thick iron plate and 6mm thick flat iron to shape etc.
24
-
1069
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
a) Portion above ground (handling)
ii) Above 250 mm to 300 mm dia
164
-
249
... More
b) Portion below ground (as actually driven)
ii) Above 250 mm to 300 mm dia
144
-
725
... More
Supply of Salwood round posts of size (average) 30cm av dia dressed
308
-
2000
... More
Labour for fitting fixing, iron works in RSJ beams, angle,tees, etc. Complete.
149.4
-
1561
... More
Extra for scarfing and joining piles (Jarul,Nahar or sal) with bolts and nuts,clamps length being clamp 90 cm each joint complete.
24
-
2614
... More
Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
25.94
-
62675
... More
Sub Way Approach
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
675
-
376
... More
Granular Sub base with close graded Material (Table:400-1) B.by mix in place method (Construction of granular sub base by providing close graded material,spreding in uniformlayers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achive to desired density, complete as per claudse 401 (ii) for grading II material
33.75
-
3413
... More
providing , laying and spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnesin stages to proper grade and camber,app
Grading-II(using screening Crushable type such as Moorum and Gravel)
16.88
-
4613
... More
Grading-III(using screening Crushable type such as Moorum and Gravel)
16.88
-
4787
... More
PMGSY Informatory Signboard with Logo (For Bridge)
-
-
-
... More
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
... More
Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
2
-
41158.43
... More
Bridge 22.00m span at 4690 m
-
-
-
... More
Excavation for Structures
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No.304.
i). In Ordinary Soil
ii. 3.00m to 6.00m depth
267.15
-
342
... More
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 side
Ordinary rock (not requiring blasting)
Manual Means
Depth upto 3 m
76.82
-
360
... More
RCC 1:3:6 in Foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation compacted by vibration including curing for 14 days)
6.63
-
9333
... More
Plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.
RCC Grade M25
59.89
-
11082
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification For height upto 5 m
R.C.C. grade M 25
74.94
-
11797
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
B. RCC M-25
a. Height upto 5.0m
73.53
-
12546
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
4.57
-
90285
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
10.49
-
90425
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
13.73
-
91764
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications
4.8
-
18705
... More
Construction ofprecast R.C.C. railing of M 30 grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical railing RCC post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm, leveling adequate spacing between vertical poss for expansion, complete as per drawing and technical specifications
58.58
-
3641
... More
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70mm, compete as per approved drawings and standard specificatios to be installed by the manufacture/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.
10.1
-
2710.4
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX and clause 2005 MoRTH specification complete including all accessories as per drawings and technical specification
74880
-
2.24
... More
Drainage spouts complete as per drawing and technical specifications
12
-
1627
... More
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
60
-
553
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification
A) Granular material
203.35
-
2824
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
A. With Crushed stone
7.83
-
17097
... More
Protection Works :
-
-
-
... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing
228.88
-
3067
... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
69.33
-
2547
... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
34.67
-
4562
... More
Sub Way
-
-
-
... More
Supllying fitting and fixing piles shoes made of 6 mm thick iron plate and 6mm thick flat iron to shape etc.
24
-
1069
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
a) Portion above ground (handling)
ii) Above 250 mm to 300 mm dia
120
-
249
... More
b) Portion below ground (as actually driven)
ii) Above 250 mm to 300 mm dia
144
-
725
... More
Supply of Salwood round posts of size (average) 30cm av dia dressed
264
-
2000
... More
Labour for fitting fixing, iron works in RSJ beams, angle,tees, etc. Complete.
149.4
-
1561
... More
Extra for scarfing and joining piles (Jarul,Nahar or sal) with bolts and nuts,clamps length being clamp 90 cm each joint complete.
24
-
2614
... More
Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
23.69
-
62675
... More
Sub Way Approach
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
675
-
376
... More
Granular Sub base with close graded Material (Table:400-1) B.by mix in place method (Construction of granular sub base by providing close graded material,spreding in uniformlayers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achive to desired density, complete as per claudse 401 (ii) for grading II material
33.75
-
3413
... More
providing , laying and spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnesin stages to proper grade and camber,app
Grading-II(using screening Crushable type such as Moorum and Gravel)
16.88
-
4613
... More
Grading-III(using screening Crushable type such as Moorum and Gravel)
16.88
-
4787
... More
PMGSY Informatory Sign Board with logo (For Bridge)
-
-
-
... More
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
... More
Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
2
-
41158.43
... More
Bridge 18.00m span at 6590 m
-
-
-
... More
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.)
(B) Mechanical Means
Ordinary soil ii) Depth 3 m to 6 m
357.68
-
342
... More
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 compactedy vibration including curing for 14 days.)
6.53
-
9333
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
RCC Grade M25
Case-I : Using concrete mixer
49.49
-
11082
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
For height upto 5 m
88.73
-
11797
... More
Case-I : Using concrete mixer
Furnishing and Placing
-
-
-
... More
Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M25
52.85
-
12546
... More
Case-I : Using concrete mixer
(q) Height 5m to 10m
-
-
-
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
4.28
-
90285
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
9.92
-
90425
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
15.67
-
91764
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
3.95
-
18705
... More
Construction of RCC railing of M25 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.
39.74
-
3641
... More
Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.)
10.1
-
2710.4
... More
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.
62400
-
2.24
... More
Drainage Spouts complete as per drawing and Technical specification
8
-
1627
... More
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
60
-
553
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granular material
162.44
-
2824
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
7.83
-
17097
... More
Protection Works :
-
-
-
... More
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.)
182.55
-
3067
... More
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
48.39
-
2547
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
24.2
-
4562
... More
Sub Way
-
-
-
... More
Supllying fitting and fixing piles shoes made of 6 mm thick iron plate and 6mm thick flat iron to shape etc.
16
-
1069
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
a) Portion above ground (handling)
ii) Above 250 mm to 300 mm dia
56
-
249
... More
b) Portion below ground (as actually driven)
ii) Above 250 mm to 300 mm dia
96
-
725
... More
Supply of Salwood round posts of size (average) 30cm av dia dressed
152
-
2000
... More
Labour for fitting fixing, iron works in RSJ beams, angle,tees, etc. Complete.
99.6
-
1561
... More
Extra for scarfing and joining piles (Jarul,Nahar or sal) with bolts and nuts,clamps length being clamp 90 cm each joint complete.
8
-
2614
... More
Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
19.34
-
62675
... More
Approach Road to Main RCC Bridge
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
3460
-
376
... More
Dismantling flexible pavement and disposal of dismantled material uptonlead 100 m
4.5
-
944
... More
Granular Sub Base with close graded material B. BY Mix in place method
85.05
-
3413
... More
Providing, laying and spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Specifications
2) Grading-II (A) By manual Means
33.75
-
4613
... More
3) Grading-III (A) By manual Means
33.75
-
4787
... More
Prime-Coat (i) Low porosity
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 .70-1.0 kg/sqm using mechanical means etc.
750
-
58
... More
Tack-coat (ii).Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
750
-
19
... More
OGPC (Cold Mix)
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, 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.
Case-II By Mechanical Means
(i) Bitumen (S-90)
750
-
272
... More
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-C
(i) Bitumen (S-90)
750
-
107
... More
Sub Way Approach
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
675
-
376
... More
Granular Sub base with close graded Material (Table:400-1) B.by mix in place method (Construction of granular sub base by providing close graded material,spreding in uniformlayers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achive to desired density, complete as per claudse 401 (ii) for grading II material
33.75
-
3413
... More
providing , laying and spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnesin stages to proper grade and camber,app
Grading-II(using screening Crushable type such as Moorum and Gravel)
16.88
-
4613
... More
Grading-III(using screening Crushable type such as Moorum and Gravel)
16.88
-
4787
... More
PMGSY Informatory Sign Board with logo
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
-
-
-
... More
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
... More
Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
2
-
41158.43
... More
Bridge 22.00m span at 7490 m
-
-
-
... More
Excavation for Structures
Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No.304.
i). In Ordinary Soil
ii. 3.00m to 6.00m depth
268.68
-
342
... More
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 side
Ordinary rock (not requiring blasting)
Manual Means
Depth upto 3 m
76.82
-
360
... More
RCC 1:3:6 in Foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation compacted by vibration including curing for 14 days)
6.63
-
9333
... More
Plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering framework.
RCC Grade M25
59.89
-
11082
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification For height upto 5 m
R.C.C. grade M 25
74.94
-
11797
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
B. RCC M-25
a. Height upto 5.0m
73.53
-
12546
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
4.57
-
90285
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
10.49
-
90425
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
13.73
-
91764
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications
4.8
-
18705
... More
Construction ofprecast R.C.C. railing of M 30 grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical railing RCC post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm, leveling adequate spacing between vertical poss for expansion, complete as per drawing and technical specifications
58.58
-
3641
... More
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70mm, compete as per approved drawings and standard specificatios to be installed by the manufacture/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation.
10.1
-
2710.4
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX and clause 2005 MoRTH specification complete including all accessories as per drawings and technical specification
74880
-
2.24
... More
Drainage spouts complete as per drawing and technical specifications
12
-
1627
... More
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
60
-
553
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification
A) Granular material
203.35
-
2824
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
A. With Crushed stone
7.83
-
17097
... More
Protection Works :
-
-
-
... More
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing
228.88
-
3067
... More
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
69.33
-
2547
... More
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
34.67
-
4562
... More
Approach Road to Main RCC Bridge
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
3460
-
376
... More
Dismantling flexible pavement and disposal of dismantled material uptonlead 100 m
4.5
-
944
... More
Granular Sub Base with close graded material B. BY Mix in place method
85.05
-
3413
... More
Providing, laying and spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Specifications
2) Grading-II (A) By manual Means
33.75
-
4613
... More
3) Grading-III (A) By manual Means
33.75
-
4787
... More
Prime-Coat (i) Low porosity
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 .70-1.0 kg/sqm using mechanical means etc.
750
-
58
... More
Tack-coat (ii).Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
750
-
19
... More
OGPC (Cold Mix)
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, 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.
Case-II By Mechanical Means
(i) Bitumen (S-90)
750
-
272
... More
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-C
(i) Bitumen (S-90)
750
-
107
... More
Sub Way (SPT Bridge)
-
-
-
... More
Supllying fitting and fixing piles shoes made of 6 mm thick iron plate and 6mm thick flat iron to shape etc.
24
-
1069
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
a) Portion above ground (handling)
ii) Above 250 mm to 300 mm dia
120
-
249
... More
b) Portion below ground (as actually driven)
ii) Above 250 mm to 300 mm dia
144
-
725
... More
Supply of Salwood round posts of size (average) 30cm av dia dressed
264
-
2000
... More
Labour for fitting fixing, iron works in RSJ beams, angle,tees, etc. Complete.
149
-
1561
... More
Extra for scarfing and joining piles (Jarul,Nahar or sal) with bolts and nuts,clamps length being clamp 90 cm each joint complete.
24
-
2614
... More
Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
23.69
-
62675
... More
Sub Way Approach
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
675
-
376
... More
Granular Sub base with close graded Material (Table:400-1) B.by mix in place method (Construction of granular sub base by providing close graded material,spreding in uniformlayers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achive to desired density, complete as per claudse 401 (ii) for grading II material
33.75
-
3413
... More
providing , laying and spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnesin stages to proper grade and camber,app
Grading-II(using screening Crushable type such as Moorum and Gravel)
16.88
-
4613
... More
Grading-III(using screening Crushable type such as Moorum and Gravel)
16.88
-
4787
... More
PMGSY Informatory Sign Board with logo (For Bridge)
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
-
-
-
... More
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
... More
Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
2
-
41158.43
... More
Bridge 18.00m span at 7990 m
-
-
-
... More
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.)
(B) Mechanical Means Ordinary soil
ii) Depth 3 m to 6 m
357.68
-
342
... More
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 compactedy vibration including curing for 14 days.)
6.53
-
9333
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
RCC Grade M25
Case-I : Using concrete mixer
49.49
-
11082
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25
For height upto 5 m
Case-I : Using concrete mixer
88.73
-
11797
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M25
Case-I : Using concrete mixer
(q) Height 5m to 10m
52.85
-
12546
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
4.28
-
90285
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
9.92
-
90425
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
15.67
-
91764
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
3.95
-
18705
... More
Construction of RCC railing of M25 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.
39.74
-
3641
... More
Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.)
10.1
-
2710.4
... More
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.
62400
-
2.24
... More
Drainage Spouts complete as per drawing and Technical specification
8
-
1627
... More
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
60
-
553
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granular material
162.44
-
2824
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
7.83
-
17097
... More
Protection Works :
-
-
-
... More
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.)
182.55
-
3067
... More
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
48.39
-
2547
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
24.2
-
4562
... More
Approach Road to Main RCC Bridge
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
3566
-
376
... More
Dismantling flexible pavement and disposal of dismantled material uptonlead 100 m
4.5
-
944
... More
Granular Sub Base with close graded material B. BY Mix in place method
85.05
-
3413
... More
Providing, laying and spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Specifications
2) Grading-II (A) By manual Means
33.75
-
4613
... More
3) Grading-III (A) By manual Means
33.75
-
4787
... More
Prime-Coat (i) Low porosity
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 .70-1.0 kg/sqm using mechanical means etc.
750
-
58
... More
Tack-coat (ii).Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
750
-
19
... More
OGPC (Cold Mix)
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, 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.
Case-II By Mechanical Means
(i) Bitumen (S-90)
750
-
272
... More
Seal-Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause
B) By mechanical means.
Case II Type-C
(i) Bitumen (S-90)
750
-
107
... More
Sub Way (SPT Bridge)
-
-
-
... More
Supllying fitting and fixing piles shoes made of 6 mm thick iron plate and 6mm thick flat iron to shape etc.
16
-
1069
... More
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
a) Portion above ground (handling)
ii) Above 250 mm to 300 mm dia
72
-
249
... More
b) Portion below ground (as actually driven)
ii) Above 250 mm to 300 mm dia
96
-
725
... More
Supply of Salwood round posts of size (average) 30cm av dia dressed
168
-
2000
... More
Labour for fitting fixing, iron works in RSJ beams, angle,tees, etc. Complete.
99.6
-
1561
... More
Extra for scarfing and joining piles (Jarul,Nahar or sal) with bolts and nuts,clamps length being clamp 90 cm each joint complete.
8
-
2614
... More
Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
18.61
-
62675
... More
Sub Way Approach
-
-
-
... More
Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
675
-
376
... More
Granular Sub base with close graded Material (Table:400-1) B.by mix in place method (Construction of granular sub base by providing close graded material,spreding in uniformlayers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achive to desired density, complete as per claudse 401 (ii) for grading II material
33.75
-
3413
... More
providing , laying and spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnesin stages to proper grade and camber,app
Grading-II(using screening Crushable type such as Moorum and Gravel)
16.88
-
4613
... More
Grading-III(using screening Crushable type such as Moorum and Gravel)
16.88
-
4787
... More
PMGSY Informatory Sign Board with logo (For Bridge)
Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
-
-
-
... More
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
-
10000
... More
(ii) Logo Board (As per fig. 5 of Road signage under PMGSY published by the NRRDA on Dec'06)
3
-
12000
... More
Logo of PMGSY Project: Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges.
2
-
41158.43
... More
Maintenance for Road Work
-
-
-
... More
1st Year
8.8
-
139948.16
... More
2nd Year
8.8
-
194853.39
... More
3rd Year
8.8
-
292538.5
... More
4th Year
8.8
-
347420.89
... More
5th Year
8.8
-
392903.16
... More
Maintenance for 25m span Bridge at 4190 m
-
-
-
... More
1st Year
1
-
253300
... More
2nd Year
1
-
379950
... More
3rd Year
1
-
506600
... More
4th Year
1
-
633250
... More
5th Year
1
-
759900
... More
Maintenance for 25m span Bridge at 5990 m
-
-
-
... More
1st Year
1
-
254300
... More
2nd Year
1
-
381450
... More
3rd Year
1
-
508600
... More
4th Year
1
-
635750
... More
5th Year
1
-
762900
... More
Maintenance for 22m span Bridge at 4690 m
-
-
-
... More
1st Year
1
-
247300
... More
2nd Year
1
-
370950
... More
3rd Year
1
-
494600
... More
4th Year
1
-
618250
... More
5th Year
1
-
741900
... More
Maintenance for 18m span Bridge at 6590 m
-
-
-
... More
1st Year
1
-
253300
... More
2nd Year
1
-
379950
... More
3rd Year
1
-
506600
... More
4th Year
1
-
633250
... More
5th Year
1
-
759900
... More
Maintenance for 22m span Bridge at 7490 m
-
-
-
... More
1st Year
1
-
253300
... More
2nd Year
1
-
379950
... More
3rd Year
1
-
506600
... More
4th Year
1
-
633250
... More
5th Year
1
-
759900
... More
Maintenance for 18m span Bridge at 7990 m
-
-
-
... More
1st Year
1
-
253300
... More
2nd Year
1
-
379950
... More
3rd Year
1
-
506600
... More
4th Year
1
-
633250
... More
5th Year
1
-
759900
Evaluation Notes How It Works ?
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