Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date15 May 2018
Closing Date4 Jun 2018
Tender Amount₹ 20,95,70,914
Costs
EMD
₹ 41,91,418Document 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
2018_CEMEG_62816_1Bid Award Id
ViewTender No
2018-19(I)-MG07/05/41Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
82127
-
124
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
19870
-
210
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
30466.37
-
636
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
46120
-
320
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
43987
-
65
BASE AND SUB-BASE
-
-
-
GSB Grade 2- Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
7459.86
-
2004.27
WBM Grade 2- 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
3430.69
-
3094.82
WBM Grade 3- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
3430.69
-
3287.22
Bituminous Work
-
-
-
Prime Coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification
45742.44
-
34.67
Tack Coat- 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.
45742.44
-
16.45
OGPC- Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (cold mix) as per Technical Specification Clause 508.2 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, laying and rolling with a three wheel 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 508.
45742.44
-
217.23
Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
45742.44
-
86.55
CROSS DRAINAGE WORKS: 1X1.00 m Dia Pipe Culvert = 14 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
1111.32
-
321
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
48.16
-
7282.07
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
374.36
-
4432.52
Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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.
87.5
-
9463
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications
75.6
-
2613.12
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
11.8
-
7164.64
Laying GSB material below pipe
26.88
-
2004.27
Backfilling in foundation trenches as per drawing and technical specification Clause 1108
32.34
-
156
CROSS DRAINAGE WORKS: 2 m Span slab Culvert = 15 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
1231.8
-
321
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
475.2
-
1749.13
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
154.05
-
7282.07
Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.
775.35
-
7041.64
Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.
423.15
-
7400.64
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
144.9
-
10202.34
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
8.55
-
81839.9
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 drawing
300
-
492.52
CROSS DRAINAGE WORKS: 4 m Span slab Culvert = 10 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
1417.26
-
321
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
866.4
-
1749.12
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
177.2
-
7282.07
Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.
993.6
-
7041.64
Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.
1210.1
-
7400.64
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
176.8
-
10202.34
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
8.46
-
81839.9
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 drawing
350
-
492.52
CROSS DRAINAGE WORKS: 6 m Span slab Culvert = 4 nos.
-
-
-
Earthwork in excavation for foundation of structures in ordinary rock 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.
574.36
-
321
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
361.92
-
1749.12
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
71.8
-
7282.07
Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.
403.64
-
7041.64
Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.
504.16
-
7400.64
Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
112.4
-
10202.34
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
5.98
-
81839.9
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
140
-
492.52
PROTECTION WORKS: Retaining Wall (Ht.- 3.0 m.) : 391 m.
-
-
-
Earth work- Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
1546.16
-
321
PCC (1:4:8)- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size)
273.75
-
5956
NET RRM (1:5 CM)- Providing and laying Random Rubble Stone masonry in cement morter 1:5 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge.
671.1
-
6120
NET RRM (DRY)- Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge.
536.59
-
2264.4
H.P.S. Filling - Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
494.86
-
1749.12
PROTECTION WORKS: Breast wll (Ht.- 3.0 m.) : 591 m.
-
-
-
Earth work- Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
2282.94
-
321
PCC (1:4:8)- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size)
370.71
-
5956
NET RRM (1:6 CM)- Providing and laying Random Rubble Stone masonry in cement morter 1:6 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge.
999.54
-
6120
NET RRM (DRY)- Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge.
817.9
-
2264.4
H.P.S. Filling - Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
565.88
-
1749.12
DRAINAGE WORKS : UNLINED DRAIN =16311 m
-
-
-
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.
16311
-
90
ROAD FURNITURE WORKS
-
-
-
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. Logo Board at starting point (As per fig. 107 of Road signature under PMGSY published by the NRRDA on Dec'06)
1
-
36734.02
Logo Board of PMGSY Project (Every 2 Km interval)(As per fig.5 of Road signage under PMGSY published by the NRRDA on Dec'06)
5
-
36734.02
Maintanance Board
1
-
36734.02
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 s
1
-
36734.02
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
2
-
5221.18
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 specifacation
12
-
3050.91
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
55
-
841.53
Boundary Pilar : Reinforced cement concrete M 15 grade Boundary pillars / local stone of standard design as per IRC : 25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification clause 1704
81
-
667.9
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Equilaterial Triangle
141
-
3117.04
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Circular
78
-
3475.04
Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Square
4
-
3691.04
Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back.
(Ref. Annexure 18.1)
4
-
6880.04
Providing Intersection Improvement= 12 nos.
-
-
-
Construction of granular sub-base by providing well graded Material grading 2, spreading in uniform layers as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads
54
-
2004.27
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading II as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
27
-
3094.82
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading III as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc.
27
-
3287.22
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base and Bituminous including clearing as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc.
360
-
34.67
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.
360
-
16.45
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller 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 508.
360
-
217.23
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
360
-
86.55
Bridge 22.00m span
-
-
-
SITE CLEARENCE
-
-
-
Clearing and Grubbing road land by mechanical means including uprooting rank vegetation, grass, bushes, shrubs saplings and trees of girth upto 300 mm, removal of stumps and stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable material with all lead up to 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.
0.18
-
35799
EARTHWORK
-
-
-
Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
1834
-
124
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
216
-
210
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
107.24
-
636
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
956
-
320
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
1834
-
65
BASE AND SUB-BASE
-
-
-
GSB Grade 2- Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
137.28
-
2004.27
WBM Grade 2- 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
62.4
-
3094.82
WBM Grade 3- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
62.4
-
3287.22
Bituminous Work
-
-
-
Prime Coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification
832
-
34.67
Tack Coat- 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.
832
-
16.45
OGPC- Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (cold mix) as per Technical Specification Clause 508.2 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, laying and rolling with a three wheel 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 508.
832
-
217.23
Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
832
-
86.55
Bridge Foundation
-
-
-
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.
978.74
-
305
PCC M 10 (i) Normal mix 1:3:6 in leveling course below Base slab of Foundation
16.08
-
7164.64
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. PCC M 20 Grade
23.04
-
8010.06
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
109.31
-
9013.06
Supplying, fitting and palcing HYSD bar reinforcement in foundation complete as per drawing and technical specifications clause 1000 and 1202
7.7
-
80518.9
Bridge Sub-structure
-
-
-
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.
F. RCC Grade M 25
1.Height up to 5.0 m
Case – I : Using Concrete Mixer
(i) Abutment Shaft
(ii) Abutment cap
(iii) Dirt wall
(iv) Return wall
(v) Pier
159.61
-
9540.54
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications clause 1002, 1005, 1010 & 1202
21.87
-
80643.9
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
80
-
492.52
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. (Refer to quantity estimation)
50700
-
2
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification clause 1204.3.8 (i) Granular material
583.62
-
1749.12
Bridge Super-structure
-
-
-
Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.
Case – I : Using Concrete Mixer
B. RCC GRADE M 25
For RCC Solid Slab
1) Height up to 5.0 m
83.26
-
10202.34
Supplying, fitting and placing uncoated HYSD bar reinforcement in super structure complete as per drawing and Technical Specification
17.19
-
80567.9
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
9.1
-
15723.97
Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat
65.5
-
3276.89
Providing and laying a buried expansion joint, expansion gap being 20, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed synmetrical to centre line of the joint, resting freely over the top surface of the deck concrete
12.8
-
2420
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification
12.8
-
359
Drainage spouts complete as per approved drawings and technical specifications.
8
-
1452.15
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification .
9.9
-
14792.36
Bridge Protection works
-
-
-
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
B. Cement concrete Blocks I) Concrete Grade M1
218.47
-
1201.88
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
109.23
-
3248.88
Providing and laying of boulder on river for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specification
217.47
-
1201.88
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
Guard Post- 'Supply, Fitting, and Fixing R.C. Guard : Post 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4 nos of 12mm dia MS road of length 1.54m as main reinforcement including loading into the truck and unloading at site complete in all respects.
200
-
1025
Five Years Maintenance
-
-
-
Ist Year
13.62
-
254856.87
IInd Year
13.62
-
280342.56
IIIrd Year
13.62
-
308376.83
IVth Year
13.62
-
339214.55
Vth Year
13.62
-
373136.01
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