Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 19,88,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of road from i) Kuwarijan Road to Dumnichowki Kurua Road ii) Naopota to Dumnichowki Khatara iii) Solpam to Dumnichowki Khatara
Description
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Contact
Tender Id
2018_CEASM_64817_6Bid Award Id
ViewTender No
CE/PMGSY/ADB/01/2017-18/9Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
... More
Road no 1: Levelling course for pile cap M-15 Grade of Concrete
11.64
-
5776
... More
Road no 1: Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test.
209.8
-
330
... More
Road no 1: Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. Including steel shuttering formwork
(N) without plasticiser
A. RCC grade M25
(i) Using Concrete Mixer
160.61
-
7514
... More
Road no 1: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
(b) with TATA make TMT rebar.
35.6
-
72065
... More
Road no 1: Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. (N) without plasticiser E. RCC Grade M 25
1.Height up to 5.0 m Case – I : Using Concrete Mixer
86.3
-
7982
... More
Road no 1: Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
(b) with TATA make TMT rebar.
6.63
-
72169
... More
Road no 1: Back filling behind End wall of abutment,wing wall & return wall complete as per Drawing and Technical Specification
(B) Sandy materials
81.36
-
1948
... More
Road no 1: Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
20
-
191
... More
Road no 1: Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical specifications.
90182.4
-
1.15
... More
Road no 1: Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. Including steel shuttering formwork.
(N) Without plasticiser
B. RCC Grade M 25 Case - I : Using Concrete Mixer ii) For T-beam and slab
(a) Height upto 5m
66.6
-
9014
... More
Road no 1: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications
(b) with TATA make TMT rebar.
12.37
-
70685
... More
Road no 1: Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
12.97
-
14137
... More
Road no 1: 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.
53.52
-
2193
... More
Road no 1: Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
22.5
-
13139
... More
Road no 1: Drainage spouts complete as per approved drawings and technical specifications.
12
-
8615
... More
Road no 1: Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
124.17
-
46
... More
Road no 1: PROTECTION WORK : 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
90.21
-
1325
... More
Road no 1: Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
54.12
-
1332
... More
Road no 1: Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .without wire crate
184.44
-
1325
... More
Road no 1: SUB WAY : 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 requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specifications clause 301.5 (a) Private land
375
-
157
... More
Road no 1: Gravel/Soil-Aggregate Base (Table 400.2) Grading B
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
11.25
-
1375
... More
Road no 1: Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
20
-
12814
... More
Road no 1: ROADS WORK : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
i) By Manual Means
A) In area of non-thorny jungle
1.26
-
30802
... More
Road no 1: 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.(C) Above 900 mm dia Hume Pipe
5.5
-
170
... More
Road no 1: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202 (B) Cement mortar
4.65
-
195
... More
Road no 1: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202
I. By Manual Means
(C) Reinforced Cement Concete
0.39
-
291
... More
Road no 1: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
9763.96
-
155
... More
Road no 1: 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.
(i) Private Land
3615.59
-
209
... More
Road no 1: 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.
(A) By Mix in Place Method
ii) For Grading II Material
820.26
-
2708.09
... More
Road no 1: 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 3 as per Technical Specification Clause 405.3) Grading –III (A) By Manual Means.
455.7
-
3846.3
... More
Road no 1: 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
5808.75
-
954.6
... More
Road no 1: Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.ii) Ordinary Kilometer Stone (Precast)
2
-
2058
... More
Road no 1: Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703iii) 200 m stone (precast)
24
-
546
... More
Road no 1: Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801ii) 60 cm equilateral triangle
16
-
3897
... More
Road no 1: 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 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle 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 embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1. Title Board
1
-
19714
... More
Road no 1: Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
vi) 60 cm x 60 cm square
2
-
5927
... More
Road no 1: 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2.7
-
13222
... More
Road no 1: PROTECTION WORK : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I) Ordinary soil Upto 3 m depth
125.81
-
71
... More
Road no 1: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Qty as per Statement no.9
A. With crushed stone.iii) P.C.C M 10
Nominal Mix 1:3:6 (Hand Mixing)
14.52
-
5284
... More
Road no 1: Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
I) Coursed rubble masonry (1st sort)
in 1:6 Cement mortar
98.4
-
2748
... More
Road no 1: Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical specification Clause 1608.2
Rate as per Annexure I
100
-
618
... More
Road no 1: Printing New Letters and Figures of any Shade
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701(ii) English and Roman
840
-
0.33
... More
Road no 1: Single Hume Pipe Culvert (1000mm dia) = 2 Nos : Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
87.42
-
71
... More
Road no 1: 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
5.42
-
5299
... More
Road no 1: Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
11.33
-
969
... More
Road no 1: Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
53.15
-
3387
... More
Road no 1: Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
73.8
-
126.6
... More
Road no 1: 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) 1000 mm dia
20
-
6235
... More
Road no 2: BRIDGE PROPER : 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.) scarfing and joining piles 25cm to 30cm dia dressed to heartwood 90cm. In length including supplying, fitting and fixing with 2 nos. of 50mm x 10 mm MS FI clamps and 16mm dia MS bolts and nuts etc. complete as directed
16.98
-
850
... More
Road no 2: Earth work in excavation of 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.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) up to 3m depth
121.65
-
71
... More
Road no 2: Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)
(N) without plasticiser
243.39
-
11694
... More
Road no 2: Levelling course for pile cap M-15 Grade of Concrete
8.19
-
5776
... More
Road no 2: Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test.
142.49
-
330
... More
Road no 2: Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. Including steel shuttering formwork
(N) without plasticiser
A. RCC grade M25
(i) Using Concrete Mixer
113.52
-
7514
... More
Road no 2: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
(b) with TATA make TMT rebar.
38.91
-
72065
... More
Road no 2: Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. (N) without plasticiser E. RCC Grade M 25
1.Height up to 5.0 m Case – I : Using Concrete Mixer
70.65
-
7982
... More
Road no 2: Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
(b) with TATA make TMT rebar.
7.29
-
72169
... More
Road no 2: Back filling behind End wall of abutment,wing wall & return wall complete as per Drawing and Technical Specification
(B) Sandy materials
94.67
-
1948
... More
Road no 2: Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
20
-
191
... More
Road no 2: Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical specifications.
161280
-
1.15
... More
Road no 2: Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. Including steel shuttering formwork.
(N) Without plasticiser
B. RCC Grade M 25 Case - I : Using Concrete Mixer ii) For T-beam and slab
(a) Height upto 5m
61.2
-
9014
... More
Road no 2: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications
(b) with TATA make TMT rebar.
10.37
-
70685
... More
Road no 2: Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
10.1
-
14137
... More
Road no 2: 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.
43.3
-
2193
... More
Road no 2: Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
15
-
13139
... More
Road no 2: Drainage spouts complete as per approved drawings and technical specifications.
10
-
8615
... More
Road no 2: Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
100.46
-
46
... More
Road no 2: SUB WAY : 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 requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specifications clause 301.5 (a) Private land
375
-
155
... More
Road no 2: Gravel/Soil-Aggregate Base (Table 400.2) Grading B
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
11.25
-
1375
... More
Road no 2: Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
16
-
12814
... More
Road no 2: ROADS WORK : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
i) By Manual Means
A) In area of non-thorny jungle
2.83
-
30802
... More
Road no 2: 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 600 mm to 900 mm dia Hume Pipe
11
-
147
... More
Road no 2: 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.(C) Above 900 mm dia Hume Pipe
5.5
-
170
... More
Road no 2: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202 (B) Cement mortar
13.94
-
195
... More
Road no 2: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202
I. By Manual Means
(C) Reinforced Cement Concete
1.18
-
291
... More
Road no 2: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
14895.31
-
155
... More
Road no 2: 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.
(i) Private Land
7895.81
-
209
... More
Road no 2: 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.
(A) By Mix in Place Method
ii) For Grading II Material
1865.16
-
2647.59
... More
Road no 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 3 as per Technical Specification Clause 405.3) Grading –III (A) By Manual Means.
1036.2
-
3777.61
... More
Road no 2: 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
13213.13
-
954.6
... More
Road no 2: Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.ii) Ordinary Kilometer Stone (Precast)
4
-
2058
... More
Road no 2: Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703iii) 200 m stone (precast)
14
-
546
... More
Road no 2: Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801ii) 60 cm equilateral triangle
28
-
3897
... More
Road no 2: 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 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle 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 embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1. Title Board
1
-
19714
... More
Road no 2: Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
vi) 60 cm x 60 cm square
3
-
5927
... More
Road no 2: 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2.7
-
13222
... More
Road no 2: Maintenance of Culverts
I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
4
-
1238
... More
Road no 2: PROTECTION WORK : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I) Ordinary soil Upto 3 m depth
508.01
-
71
... More
Road no 2: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Qty as per Statement no.9
A. With crushed stone.iii) P.C.C M 10
Nominal Mix 1:3:6 (Hand Mixing)
58.62
-
5284
... More
Road no 2: Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
I) Coursed rubble masonry (1st sort)
in 1:6 Cement mortar
382.8
-
2748
... More
Road no 2: Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical specification Clause 1608.2
Rate as per Annexure I
200
-
618
... More
Road no 2: Printing New Letters and Figures of any Shade
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701(ii) English and Roman
2240
-
0.33
... More
Road no 2: Single Hume Pipe Culvert (1000mm dia) = 3 Nos : Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
131.12
-
71
... More
Road no 2: 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
8.13
-
5299
... More
Road no 2: Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
17
-
969
... More
Road no 2: Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
79.72
-
3387
... More
Road no 2: Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
110.7
-
126.6
... More
Road no 2: 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) 1000 mm dia
30
-
6235
... More
Road no 3: BRIDGE PROPER : 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.) scarfing and joining piles 25cm to 30cm dia dressed to heartwood 90cm. In length including supplying, fitting and fixing with 2 nos. of 50mm x 10 mm MS FI clamps and 16mm dia MS bolts and nuts etc. complete as directed
21.29
-
850
... More
Road no 3: Earth work in excavation of 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.
I. ordinary soil
A. manual means
(a) without dewatering
(ii) up to 3m depth
196.74
-
71
... More
Road no 3: Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)
(N) without plasticiser
263.2
-
11694
... More
Road no 3: Levelling course for pile cap M-15 Grade of Concrete
8.19
-
5776
... More
Road no 3: Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test.
173.01
-
330
... More
Road no 3: Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. Including steel shuttering formwork
(N) without plasticiser
A. RCC grade M25
(i) Using Concrete Mixer
113.52
-
7514
... More
Road no 3: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification
(b) with TATA make TMT rebar.
41.35
-
72065
... More
Road no 3: Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications and steel shuttering formwork. (N) without plasticiser E. RCC Grade M 25
1.Height up to 5.0 m Case – I : Using Concrete Mixer
82.15
-
7982
... More
Road no 3: Supplying, fitting and placing TMT bar reinforcement complete in substructure complete as per drawing and technical specification
(b) with TATA make TMT rebar.
8.58
-
72169
... More
Road no 3: Back filling behind End wall of abutment,wing wall & return wall complete as per Drawing and Technical Specification
(B) Sandy materials
128.56
-
1948
... More
Road no 3: Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
20
-
191
... More
Road no 3: Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical specifications.
80640
-
1.15
... More
Road no 3: Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. Including steel shuttering formwork.
(N) Without plasticiser
B. RCC Grade M 25 Case - I : Using Concrete Mixer ii) For T-beam and slab
(a) Height upto 5m
95.5
-
9014
... More
Road no 3: Supplying, fitting and placing TMT bar reinforcement in superstructure including splicing complete as per drawing and technical specifications
(b) with TATA make TMT rebar.
14.88
-
70685
... More
Road no 3: Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
13.05
-
14137
... More
Road no 3: 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.
53.8
-
2193
... More
Road no 3: Providing and and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specificatons to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
15
-
13139
... More
Road no 3: Drainage spouts complete as per approved drawings and technical specifications.
12
-
8615
... More
Road no 3: Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
124.82
-
46
... More
Road no 3: PROTECTION WORK : 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
90.21
-
1325
... More
Road no 3: Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications.
54.12
-
1332
... More
Road no 3: Providing and laying boulders on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification .without wire crate
184.44
-
1325
... More
Road no 3: SUB WAY : 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 requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specifications clause 301.5 (a) Private land
393.75
-
157
... More
Road no 3: Gravel/Soil-Aggregate Base (Table 400.2) Grading B
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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
11.81
-
1375
... More
Road no 3: Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
22
-
12814
... More
Road no 3: ROADS WORK : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
i) By Manual Means
A) In area of non-thorny jungle
0.57
-
30802
... More
Road no 3: 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 600 mm to 900 mm dia Hume Pipe
11
-
147
... More
Road no 3: 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.(C) Above 900 mm dia Hume Pipe
5.5
-
170
... More
Road no 3: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202 (B) Cement mortar
13.94
-
195
... More
Road no 3: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202
I. By Manual Means
(C) Reinforced Cement Concete
1.18
-
291
... More
Road no 3: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
(i) Private Land
12641.21
-
155
... More
Road no 3: 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.
(i) Private Land
6180.86
-
209
... More
Road no 3: 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.
(A) By Mix in Place Method
ii) For Grading II Material
1499.96
-
2661.58
... More
Road no 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.3) Grading –III (A) By Manual Means.
833.31
-
3793.49
... More
Road no 3: 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
10643.44
-
954.6
... More
Road no 3: Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.ii) Ordinary Kilometer Stone (Precast)
3
-
2058
... More
Road no 3: Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703iii) 200 m stone (precast)
12
-
546
... More
Road no 3: Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801ii) 60 cm equilateral triangle
26
-
3897
... More
Road no 3: 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 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle 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 embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1710 and Annexure 1700.1. Title Board
1
-
19714
... More
Road no 3: Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
vi) 60 cm x 60 cm square
3
-
5927
... More
Road no 3: 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4.05
-
13222
... More
Road no 3: Maintenance of Culverts
I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
4
-
1238
... More
Road no 3: Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical specification Clause 1608.2
Rate as per Annexure I
40
-
618
... More
Road no 3: Printing New Letters and Figures of any Shade
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701(ii) English and Roman
2520
-
0.33
... More
Road no 3: Single Hume Pipe Culvert (1000mm dia) = 8 Nos : Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
174.83
-
71
... More
Road no 3: 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
10.84
-
5299
... More
Road no 3: Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
22.67
-
969
... More
Road no 3: Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
106.3
-
3387
... More
Road no 3: Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
147.6
-
126.6
... More
Road no 3: 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) 1000 mm dia
40
-
6235
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