Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 17,43,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road from 1)Kacharidag to MPK, 2) Umananda to Andherighat Jayantipur Road,
Description
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Contact
Tender Id
2018_CEASM_64865_4Bid Award Id
ViewTender No
CE/Com/PMGY/2/17-18ICBP17-18B2Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
(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 II Material
1867.54
-
1733.4
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. 3)Grading-III (A) By Manual Means
1119.51
-
2906.26
Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints
3787.5
-
954.6
Trafic - Signs B. Semi- Reflective Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (i)90cm equilateral triangle
4
-
3860
Trafic - Signs B. Semi- Reflective Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (ii)60cm circular
4
-
3384
Trafic - Signs B. Semi- Reflective Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iv)80cm x 60cm rectangular
9
-
4783
Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii)Ordinary Kilometer Stone(Precast)
5
-
2058
Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii)200m Stone(Precast)
21
-
546
Providing and Fixing '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 will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
19714
Distmentling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scafolding wherever necessary, sorting the dismentled materials, disposable of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202 (i)By Mechanical Means. (A)Reinforced Cement Concrete(1.50m span) for top slab
1.25
-
452
Distmentling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scafolding wherever necessary, sorting the dismentled materials, disposable of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202 (i)By Mechanical Means. (B)Reinforced Cement Concrete(1.50m span) for abutment
21.42
-
452
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm mesh(woven diagonaly) including 10% extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specifications clause 1301
1022.4
-
2407.42
Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of slumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable materials with excavated suitable material. 1. Ordinary soil (i) Upto 3m depth, For wall, Bed,Abutment, Return wall
394.18
-
71
Laying (First class) bedding on well compacted sand, moorum as per clause 1105 (ii) Type B (First Class) Bedding
(ii) Granular material
32.04
-
1134
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed stone III) PCC grade M15 Nominal mix 1:2.5:5
77.23
-
5286
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed stone I) PCC grade M10 Nominal mix 1:3:6
29.39
-
5299
Brick masonry work in cement mortar in foundation of head walls complete excluding pasting and plastering as per drawing and technical specification clause 1109 A) Brick masonry in 1:4 cement mortar
139.17
-
5165
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. 1000mm dia
60
-
6235
Plastering with cement mortar (1:6) 15mm thick on brick work for substructure as per technical specification.
220.63
-
126.6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed stone IV) RCC grade M20
18.53
-
6297
Drainage spouts complete as per drawing and technical specifications Clause 1209
2
-
1535
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
15.6
-
2584
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
37.8
-
1166
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clause 702, 704, 1202 & 1203 1.Coursed rubble masonry(1st sort) in 1:4 cement mortar
59.32
-
3508
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
44.24
-
1452
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.54
-
65583
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
48
-
182
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A)With crushed stone
2.65
-
13233
Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201. (i) By Manual Means (a) In area of thorny jungle
3.9
-
30802
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. (a)Private land
11177.26
-
155
Construction of sub-grade and earthen shoulders
Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (a)Private land
9951.49
-
209
Construction of Granular sub-base (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)
2434.83
-
1763.56
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. Using Stone Screening. 3) Grading-III (A) BY Manual Means
1461.11
-
3032.6
Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints
19500
-
954.6
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (i) 90 cm equilateral triangle
6
-
3860
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iii) 60 cm circular
10
-
3384
Trafic - Signs B. Semi Reflective Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iv)80cm x 60cm rectangular
10
-
4783
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii)Ordinary Kilometer Stone(Precast)
3
-
2058
Kilometer Stone
Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (iii)200m Stone(Precast)
11
-
546
Providing and Fixing '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 will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
19714
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600mm dia Hume Pipe
20
-
109
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
432.03
-
71
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
23.34
-
5299
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
178.03
-
5286
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
57.68
-
3508
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
31.92
-
6297
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
7.34
-
13233
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
49.93
-
1452
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
32
-
182
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.85
-
65583
Bedding for pipe (ii)Type B(First class bedding) Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii) (i)Grannular Material
25.96
-
857
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. B.1000mm dia
52.5
-
6225
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A.Brick Masonry in 1:4 cement mortar
139.17
-
5047
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
220.63
-
126.6
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
4
-
1535
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 space between vertical post for expansion, complete as per approved drawings and technical specifications.
16.8
-
2584
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
37.8
-
1097
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Levelling course below wall
12.64
-
4782
Clearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. I)By Manual Means (A)In area of non thorny jungle
3.04
-
30802
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 (i)Private Land.
8686.39
-
155
Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. (i)Private Land
6156
-
209
(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 II Material
1895.76
-
1863.71
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. 3) Grading-III (A) By Manual Means
1137.68
-
3054.04
Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. i)Including Edge block/ Edge restraints
15187.5
-
954.6
Trafic - Signs B. Semi- Reflective Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (i)90cm equilateral triangle
6
-
3860
Trafic - Signs B. Semi- Reflective Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iii)60cm circular
6
-
3384
Trafic - Signs B. Semi- Reflective Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. (iv)80cmx60cm rectangular
5
-
4783
Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii)Ordinay Kilometer Stone(Precast)
3
-
2058
Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. (ii)200m Stone(Precast)
11
-
546
Providing and Fixing '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 will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1
2
-
19714
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A)Upto 600mm dia Hume Pipe
7.5
-
109
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B)Above 600mm to 900mm dia Hume Pipe
52.5
-
147
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B)Above 900mm dia Hume Pipe
7.5
-
252
Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of slumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable materials with excavated suitable material. 1. Ordinary soil (i) Upto 3m depth, For wall, Bed,Abutment, Return wall
407.82
-
71
Laying (First class) bedding on well compacted sand, moorum as per clause 1105(ii) (ii) Type B (First Class) Bedding
(ii) Granular material
11.13
-
857
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed stone III) PCC grade M15 Nominal mix 1:2.5:5
292.87
-
5286
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed stone I) PCC grade M10 Nominal mix 1:3:6
35.2
-
5299
PCC 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 and compacted by vibration including curing for 14 days) Levelling course below wall A) With crushed stone I) PCC grade M10 Nominal mix 1:3:6
5.42
-
4782
Brick masonry work in cement mortar in foundation of head walls complete excluding pasting and plastering as per drawing and technical specification clause 1109 A) Brick masonry in 1:4 cement mortar
59.64
-
5047
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. 1000mm dia
22.5
-
6235
Plastering with cement mortar (1:6) 15mm thick on brick work for substructure as per technical specification.
94.55
-
126.6
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A) With crushed stone IV) RCC grade M20
44.86
-
6297
Drainage spouts complete as per drawing and technical specifications Clause 1209
6
-
1535
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
24.4
-
2584
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
16.2
-
1097
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clause 702, 704, 1202 & 1203 1.Coursed rubble masonry(1st sort) in 1:4 cement mortar
95.6
-
3508
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
80.47
-
1452
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
6
-
65583
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
48
-
182
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A)With crushed stone
5.75
-
13233
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