Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Mar 2023
Closing Date5 Apr 2023
Tender Amount₹ 5,35,55,903
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Concrete Road Including Culverts From Hansra To Debogram
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
2023_DPUA_493119_1Bid Award Id
ViewTender No
2nd CALL of e-NIT No. 15 /PUP/EC/BNK of 2022-23Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary a) Depth upto 150mm
13222.25
190400
14.4
... More
Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary b) For each additional Depth upto 150mm and part thereof.
13222.25
251222
19
... More
Construction of Embankment with Material Obtained from Borrow Pits-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 for Rural Roads of MORD. (Mode of measurement: pre works and post works) (i) For embankment work at OMC to meet 97% SPD
2378.38
203589
85.6
... More
Construction of Embankment with Material Obtained from Borrow Pits-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 for Rural Roads of MORD. (Mode of measurement: pre works and post works) (ii) For Subgrade work at OMC to meet 100% SPD
3567.87
305409
85.6
... More
Construction of Embankment with Materials Obtained from Roadway Cutting -Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km
3966.98
185654
46.8
... More
Granular Sub-base with Graded Material (Table:- 400-1)-B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & ridge Works of MoRT&H (5th Revision)...Two layer@ each layer thickness 75 mm separately to be constructed. (iii) Grading – II with pakur variety stone ( Two layers @ each layer 75 mm)
1836.56
2436600
1326.72
... More
Filler joint -(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
544.17
10883
20
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
12243.75
293850
24
... More
Plain / Reinforced Cement Concrete-Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specification. E) PCC Grade-M-30 Using concrete mixure with Pakur variety stone
2448.75
14352809
5861.28
... More
For Road Safety Works:- Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) 60 cm equilateral triangle
6
15912
2652
... More
Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iii) 60 cm circular
2
7182
3591
... More
Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv) 60 x 60 cm square
6
24966
4161
... More
R.C. Guard post-Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips
85
59330
698
... More
For Road Furniture Works:- Direction and Place Identification Signs upto 0.9 sqm Size Board-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2
18106
9053
... More
KM Post-Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast)
4
6256
1564
... More
For Cross Drainage Work (1mx1m) :- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth (i) With pumping out water including shoring as required
93.44
11586
124
... More
Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge
5.6
3486
622.6
... More
Plain / Reinforced Cement Concrete in Open foundation -Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. with pakur variety stone A PCC Grade M20 (i) Height upto 5m A PCC Grade M20 with Pakur Variety Stone Aggregate.
20.31
113930
5609.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M20
30.94
182006
5882.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. (i) Height upto 5m E RCC Grade M25 I) Using concrete Mixer (i) Height upto 5m with pakur variety stone
6
36799
6133.17
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge/CD Sub-structure-Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.
1.2
67048
55873.54
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B) Sandy material
20.16
17188
852.6
... More
Drainage spouts in Superstructure-Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per rawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works
4
3132
783
... More
Weep Holes -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 face. Complete as per drawing and Technical specifications.
8
920
115
... More
Painting on concrete surface-Providing and applying 2 coats of cement washing with admixture of pigment if necessary as directed by Engineer-in-charge to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and using cement @ 2.50 kg per 10 sqm. of surface.
19.69
360
18.3
... More
Drainage Works:- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth
127.58
15819
124
... More
Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge
18.9
11767
622.6
... More
Plain / Reinforced Cement Concrete in Open foundation-Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A PCC Grade M20 with pakur variety stone
18.9
106020
5609.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M25 (i) Height upto 5m with pakur variety stone
21.6
127063
5882.56
... More
Construction of Concrete Road from Aberun Sekh House to Veramari Bridge under Illambazar Development Block in the District of Birbhum.
-
-
-
... More
Clearing and Grubbing Road Land-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 Specifications Clause 201 for Rural Roads of MORD (I) By Manual Means a) In area of non-thorny jungle
1.04
46687
44978
... More
Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technic al Specifications Clause 202 for Rural Roads of MORD. I) By manual means b) cement concrete
1.13
450
399
... More
Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary a) Depth upto 150mm
13263.75
190998
14.4
... More
Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary b) For each additional Depth upto 150mm and part thereof.
13263.75
252011
19
... More
Construction of Embankment with Material Obtained from Borrow Pits-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 for Rural Roads of MORD. (Mode of measurement: pre works and post works) (i) For embankment work at OMC to meet 97% SPD
2932.92
251057
85.6
... More
Construction of Embankment with Material Obtained from Borrow Pits-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 for Rural Roads of MORD. (Mode of measurement: pre works and post works) (ii) For Subgrade work at OMC to meet 100% SPD
4399.38
376586
85.6
... More
Construction of Embankment with Materials Obtained from Roadway Cutting -Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km
3979.13
186223
46.8
... More
Granular Sub-base with Graded Material (Table:- 400-1)-B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & ridge Works of MoRT&H (5th Revision)...Two layer@ each layer thickness 75 mm separately to be constructed. (iii) Grading – II with pakur variety stone ( Two layers @ each layer 75 mm)
1842.19
2444070
1326.72
... More
Filler joint -(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
545.83
10916
20
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
12281.25
294750
24
... More
Plain / Reinforced Cement Concrete-Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specification. E) PCC Grade-M-30 Using concrete mixure with Pakur variety stone
2456.25
14396769
5861.28
... More
For Road Safety Works:- Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) 60 cm equilateral triangle
6
15912
2652
... More
Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iii) 60 cm circular
2
7182
3591
... More
Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv) 60 x 60 cm square
6
24966
4161
... More
R.C. Guard post-Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips
65
45370
698
... More
For Road Furniture Works:- Direction and Place Identification Signs upto 0.9 sqm Size Board-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2
18106
9053
... More
KM Post-Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast)
4
6256
1564
... More
For Cross Drainage Work (1mx1m) :- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth (i) With pumping out water including shoring as required
93.44
11586
124
... More
Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge
5.6
3486
622.6
... More
Plain / Reinforced Cement Concrete in Open foundation -Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. with pakur variety stone A PCC Grade M20 (i) Height upto 5m A PCC Grade M20 with Pakur Variety Stone Aggregate.
20.31
113930
5609.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M20
30.94
182006
5882.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. (i) Height upto 5m E RCC Grade M25 I) Using concrete Mixer (i) Height upto 5m with pakur variety stone
6
36799
6133.17
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge/CD Sub-structure-Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.
1.2
67048
55873.54
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B) Sandy material
20.16
17188
852.6
... More
Drainage spouts in Superstructure-Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per rawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works
4
3132
783
... More
Weep Holes -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 face. Complete as per drawing and Technical specifications.
8
920
115
... More
Painting on concrete surface-Providing and applying 2 coats of cement washing with admixture of pigment if necessary as directed by Engineer-in-charge to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and using cement @ 2.50 kg per 10 sqm. of surface.
19.69
360
18.3
... More
Drainage Works:- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth
42.53
5273
124
... More
Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge
6.3
3922
622.6
... More
Plain / Reinforced Cement Concrete in Open foundation-Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A PCC Grade M20 with pakur variety stone
6.3
37211
5906.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M25 (i) Height upto 5m with pakur variety stone
7.2
42354
5882.56
... More
Construction of Concrete Road from Sekh Ibrahim House to Debogram Village under Illambazar Development Block in the District of Birbhum.
-
-
-
... More
Clearing and Grubbing Road Land-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 Specifications Clause 201 for Rural Roads of MORD (I) By Manual Means a) In area of non-thorny jungle
0.19
8320
44978
... More
Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technic al Specifications Clause 202 for Rural Roads of MORD. I) By manual means b) cement concrete
0.75
299
399
... More
Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary a) Depth upto 150mm
4455
64152
14.4
... More
Box cutting or filling in Road embankment-Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary b) For each additional Depth upto 150mm and part thereof.
4455
84645
19
... More
Construction of Embankment with Material Obtained from Borrow Pits-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 for Rural Roads of MORD. (Mode of measurement: pre works and post works) (i) For embankment work at OMC to meet 97% SPD
199.16
17048
85.6
... More
Construction of Embankment with Material Obtained from Borrow Pits-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 for Rural Roads of MORD. (Mode of measurement: pre works and post works) (ii) For Subgrade work at OMC to meet 100% SPD
298.74
25572
85.6
... More
Construction of Embankment with Materials Obtained from Roadway Cutting -Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km
1336.5
62548
46.8
... More
Granular Sub-base with Graded Material (Table:- 400-1)-B. By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & ridge Works of MoRT&H (5th Revision)...Two layer@ each layer thickness 75 mm separately to be constructed. (iii) Grading – II with pakur variety stone ( Two layers @ each layer 75 mm)
631.75
838155
1326.72
... More
Filler joint -(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
183.35
3667
20
... More
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
4125
99000
24
... More
Plain / Reinforced Cement Concrete-Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specification. E) PCC Grade-M-30 Using concrete mixure with Pakur variety stone
842.25
4936663
5861.28
... More
For Road Safety Works:- Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) 60 cm equilateral triangle
6
15912
2652
... More
Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iii) 60 cm circular
2
7182
3591
... More
Retro-Reflectorised Traffic Signs-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over luminium 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv) 60 x 60 cm square
4
16644
4161
... More
R.C. Guard post-Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips
20
13960
698
... More
For Road Furniture Works:- Direction and Place Identification Signs upto 0.9 sqm Size Board-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
1
9053
9053
... More
KM Post-Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast)
3
4692
1564
... More
For Cross Drainage Work (1mx1m) :- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth (i) With pumping out water including shoring as required
93.44
11586
124
... More
Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge
5.6
3486
622.6
... More
Plain / Reinforced Cement Concrete in Open foundation -Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. with pakur variety stone A PCC Grade M20 (i) Height upto 5m A PCC Grade M20 with Pakur Variety Stone Aggregate.
20.31
113930
5609.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M20
30.94
182006
5882.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. (i) Height upto 5m E RCC Grade M25 I) Using concrete Mixer (i) Height upto 5m with pakur variety stone
6
36799
6133.17
... More
Supplying, fitting and placing HYSD bar reinforcement in Bridge/CD Sub-structure-Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.
1.2
67048
55873.54
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B) Sandy material
20.16
17188
852.6
... More
Drainage spouts in Superstructure-Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per rawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works
4
3132
783
... More
Weep Holes -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 face. Complete as per drawing and Technical specifications.
8
920
115
... More
Painting on concrete surface-Providing and applying 2 coats of cement washing with admixture of pigment if necessary as directed by Engineer-in-charge to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and using cement @ 2.50 kg per 10 sqm. of surface.
19.69
360
18.3
... More
Drainage Works:- Excavation for Structures-Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including bailing out / pumping out water from foundation tracks and providing nominal shoring as directed. (I) Ordinary soil: upto 3m depth
42.53
5273
124
... More
Sand filling in foundation trenches -Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge
15.3
9525
622.6
... More
Plain / Reinforced Cement Concrete in Open foundation-Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same bythe Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A PCC Grade M20 with pakur variety stone
6.3
37211
5906.56
... More
Plain / Reinforced Cement Concrete in Substructure-Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper rading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including reparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical pecification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M25 (i) Height upto 5m with pakur variety stone
7.2
42354
5882.56
... More
GST @ 18 % as applicable
0.18
8088657
44936988.17
... More
Labour welfare Cess @ 1 % as applicable
0.01
530256
53025646.04
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