Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Date2 Dec 2024
Tender Amount₹ 27,48,12,480
Costs
EMD
₹ 54,96,250Document Cost
₹ 28,000Tender 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
2024_CEMEG_137149_1Tender No
PW/EO-SRRDA/PMGSY/72/2024/3Tender 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
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
56493.75
20
-
Construction of Embankment with Material Obtained from Borrow Pits (For Bridge Approach)
640
659
-
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.
6434.44
520
-
GSB- 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.
640.6
3858
-
Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
9409.41
4767
-
Prime Coat- 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
73690.75
49
-
Tack Coat- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503..
73690.75
16
-
Mix Seal Surfacing ; Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
73690.75
307
-
Hume Pipe- 1 x 1.00m Dia Pipe Culvert
-
-
-
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.
14045.34
363
-
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
577.96
8421
-
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
141.7
8067
-
Laying GSB material below pipe
387.45
221
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
4394.88
8182
-
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.
1260
8447
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc.
907.2
3895
-
Backfilling in foundation trenches as per drawing and technical specification Clause 1108
388.08
3231
-
Pointing on SM Work
443.52
122
-
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
403.2
164
-
RCC BRIDGE -10 m Span (At Ch. 3.628 Km)
-
-
-
Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department)
1
100000
-
Construction of embankment with approved materials obtained from Borrow pit
900
659
-
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.
45
4908
-
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.
20
16588
-
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
4.5
8421
-
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
2.62
8067
-
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
4.35
7832
-
Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material
60
3231
-
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.
321.84
363
-
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.
(Refer to quantity estimation)
16.54
8421
-
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
152.1
9582
-
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
36
526
-
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
233.25
10111
-
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
(Refer to quantity estimation)
70.16
10672
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Superstructure
7.02
77457
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification - Base slab
5.59
75755
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Sub structure
11.88
71566
-
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
6.23
16045
-
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)
60121.6
-
-
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
6
2088
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
4.44
7830
-
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification .
8.87
14488
-
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
36.14
3244
-
Providing and laying a buried expansion joint, expansion gap being 20, covered with 120mm 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
15
2968
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
12
379
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 - i). Granular material
56.46
3209
-
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
255.74
3677
-
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
170.49
4762
-
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n
168.52
5019
-
RCC BRIDGE -10 m Span (At Ch. 5.595 Km)
-
-
-
Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department)
1
100000
-
Construction of embankment with approved materials obtained from Borrow pit
900
659
-
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.
45
4908
-
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.
20
16588
-
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
4.5
8421
-
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
2.62
8067
-
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
4.35
7832
-
Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material
60
3231
-
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.
284.68
363
-
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.
(Refer to quantity estimation)
16.54
8421
-
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
152.1
9582
-
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
36
526
-
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
233.25
10111
-
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
(Refer to quantity estimation)
70.16
10672
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Superstructure
7.02
77457
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification - Base slab
5.59
75755
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Sub structure
11.88
71566
-
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
6.23
16045
-
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)
60121.6
-
-
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
6
2088
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
4.44
7830
-
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification .
8.87
14488
-
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
36.14
3244
-
Providing and laying a buried expansion joint, expansion gap being 20, covered with 120mm 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
15
2968
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
12
379
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 - i). Granular material
56.46
3209
-
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
272.62
3677
-
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
181.75
4762
-
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n
170.28
5019
-
RCC BRIDGE -12 m Span (At Ch. 7.215 Km)
-
-
-
Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department)
1
100000
-
Construction of embankment with approved materials obtained from Borrow pit
900
659
-
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.
45
4908
-
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.
20
16588
-
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
4.5
8421
-
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
2.62
8067
-
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
4.35
7832
-
Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material
60
3231
-
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.
319.78
363
-
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.
(Refer to quantity estimation)
16.54
8421
-
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
152.1
9582
-
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
36
526
-
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
262.91
10111
-
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
(Refer to quantity estimation)
82.83
10672
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Superstructure
8.28
77457
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification - Base slab
5.59
75755
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Sub structure
13.03
71566
-
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
7.35
16045
-
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)
60121.6
-
-
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
6
2088
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
4.44
7830
-
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification .
8.87
14488
-
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
40.14
3244
-
Providing and laying a buried expansion joint, expansion gap being 20, covered with 120mm 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
15
2968
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
12
379
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 - i). Granular material
63.53
3209
-
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
280.85
3677
-
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
187.24
4762
-
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n
202.15
5019
-
RCC BRIDGE -12 m Span (At Ch. 13.585 Km)
-
-
-
Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the Department)
1
100000
-
Construction of embankment with approved materials obtained from Borrow pit
900
659
-
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.
45
4908
-
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.
20
16588
-
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
4.5
8421
-
Concrete cradle with M15 grade cement concrete as per Clause 1105 (i)
2.62
8067
-
RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109
4.35
7832
-
Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material
60
3231
-
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.
309.82
363
-
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.
(Refer to quantity estimation)
16.54
8421
-
Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.
E. RCC M 25 Grade
Case – I : Using Concrete Mixer
(Refer to quantity estimation)
152.1
9582
-
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
36
526
-
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
274.14
10111
-
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
(Refer to quantity estimation)
82.83
10672
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Superstructure
8.28
77457
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification - Base slab
5.59
75755
-
Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification- Sub structure
13.47
71566
-
Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.
(Refer to quantity estimation)
7.35
16045
-
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)
60121.6
-
-
Drainage spouts complete as per approved drawings and technical specifications. (Refer to quantity estimation)
6
2088
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
4.44
7830
-
Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification .
8.87
14488
-
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
40.14
3244
-
Providing and laying a buried expansion joint, expansion gap being 20, covered with 120mm 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
15
2968
-
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .
(Refer to quantity estimation)
12
379
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 - i). Granular material
66.21
3209
-
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
316.61
3677
-
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. (Refer to quantity of protection work)
211.07
4762
-
Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n
217.54
5019
-
Retaining Wall
-
-
-
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.
1567.2
363
-
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)
264.68
8421
-
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.
616.32
9874
-
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.
631.75
3653
-
Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
348.88
3209
-
Breast Wall
-
-
-
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.
388.22
363
-
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)
63.04
8421
-
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.
169.97
9874
-
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.
139.08
3653
-
Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
96.23
3209
-
DRAINAGE WORKS
-
-
-
Lined Drain: 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.
405
363
-
Providing (M-15) for plain concrete complete as per drawing and technical specification
210.87
8067
-
Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
1405.78
564
-
Unlined Drin: 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.
16000
85
-
ROAD FURNITURE WORKS
-
-
-
(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
39747
-
Maintenance Information Board
1
32839
-
Citizen’s information Board
1
25014
-
Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
3
6067
-
Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
17
3506
-
Construction of 200 Metre Stone (Precast) :Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
76
954
-
ROAD SAFETY AND TRAFFIC SIGN WORKS
-
-
-
a) 600 mm Equilateral Triangle (Ref. Annexure 18.1)
108
3196
-
b) 600 mm Circular (Ref. Annexure 18.1)
26
3660
-
c) 900mm side octagon (Ref. Annexure 18.1)
14
4858
-
d) 600 mm Square (Ref. Annexure 18.1)
8
3940
-
Retro-reflectorised Traffic Signs:- Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
24
6322
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work:- Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1274
156
-
Good and Service Tax (18%)
0.18
-
-
Five Years Maintenance
-
-
-
Maintenance for 1st Year
19.11
102269
-
Maintenance for 2nd Year
19.11
120097
-
Maintenance for 3rd Year
19.11
279369
-
Maintenance for 4th Year
19.11
338763
-
Maintenance for 5th Year
19.11
448856
-
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