Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Feb 2023
Closing Date3 Mar 2023
Tender Amount₹ 5,57,58,559
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Road In Manbazar-i And Balarampur
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_471757_1Bid Award Id
ViewTender No
e-NIT No. 24/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
... More
(b) for each additional depth of 150 mm to 300 mm
2503.39
-
19
... More
Extra for carriage of all kinds of earth by Mechanical Transport: (a) Carriage up to total lead of 1.0 km
212.63
-
95
... More
Construction of Subgrade and Earthen Shoulders
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 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
1076
-
94.8
... More
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 & Bridge Works of MoRT&H (5th Revision).
(USING PAKUR VARIETY STONE AGGREGATES)
Note: When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge.
GSB Grading-II: for Ch. 0.00 km to MADHAVPUR MORE to Pr School, link
660.96
-
1607.09
... More
WATER BOUND MACADAM GRADE -I ( size of Agg 53.00 -22.4 mm): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
547.2
-
3115.81
... More
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)
ii) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) for embankment shoulder
1858.5
-
142.9
... More
Extra for carriage of all kinds of soil for each additional unit lead of 50 m (or part thereof) including loading and unloading. (Borrow pit measurement),, III)Beyond the 500mtrand upto lead 1000.00mtr
2286
-
26.1
... More
Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works M-30 GRADE - USING CONCRETE MIXER: USING PAKUR VARIETY STONE AGGREGATES Pavement Quality Concrete (PQC)
1224
-
5719.94
... 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.
:- before placing of concrete over subbase 0.25 k.m
6129.6
-
24
... More
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. (ii) Hard shoulder Note: Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67.
180
-
682.45
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction.
326.4
-
214
... More
Filler joint
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
581.25
-
20
... More
Citizen's information 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 exceeding 0.9 sqm supported on a mild steel angle iron post 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 45 cm x 45 cm 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).
Direction and Place Identification Signs with size more than 0.9 sqm size : for Citizen's information Board require the contractors to clearly display detailed information about the start and end dates, budget allocation, Name of Deptt. and other relevant details of the road project being constructe
1
-
9568
... More
600 Dia Hume pipe Culvert(3 Nos)
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
66.48
-
104
... More
Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works . M-15 GRADE - USING CONCRETE MIXER [Stone aggregate of Pakur variety]
8.85
-
5140.58
... More
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
14.39
-
713.2
... More
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD
3.53
-
5297.85
... More
Providing and Laying Reinforced Cement Concrete
Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete
pipe NP3 with spigot socket for culverts on first classbedding of granular material in single row includingfixing with cement mortar 1:2 as perTechnicalSpecification Clause 1106 for Rural Roads of MORD 1) 600 dia NP3, 4 sogets.
15
-
3277.84
... More
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, fineaggregate (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. B. RCC GRADE M20.(i) using concrete mixer
13.28
-
5490.43
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
SHUTTERING WORK WITH PLY/ STEEL SHEET PLATE
124.36
-
214
... More
Guard Wall At 0/600 mtr Chainage
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
170.85
-
124
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcostof labour and materials for formwork & reinforcement works. (a) M-15 Grade Using concrete mixer.
30.15
-
5140.58
... More
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 aggregates (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 the quality control,sampling,testing etc.including cost of formwork but excluding reinforcement complete as per drawing and technical specification B. RCC Grade M20(i) using concrete mixer.
106.68
-
5490.43
... More
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.
1) Foundation bed.
19.43
-
713.2
... More
CONSTRUCTION OF PCC ROAD FROM KADLAGORA ( DESHBANDANA MORE ) TO BHARAT MURMU HOUSE VIA BORDIH PORTION LINK extention (350.00 MTR ) JUNCTION LINK TO LIAYAGORA (200.0 MTR ) AND EXTENTION TO KADLAGORA JR SCHOOL ,AT VILLAGE KADLAGORA IN JITUJURI GP UNDER MANBAZAR -I IN THE DISRICT PURULIA
______________________________________________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
0.36
-
44978
... More
Construction of Subgrade and Earthen Shoulders
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 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
538
-
94.8
... More
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.
1) For concrete road portion
(a) depth upto 150 mm :
5467.5
-
14.4
... More
(b) for each additional depth of 150 mm to 300 mm
5522.18
-
19
... More
Extra for carriage of all kinds of earth by Mechanical Transport: (a) Carriage up to total lead of 1.0 km
455.63
-
95
... More
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 & Bridge Works of MoRT&H (5th Revision).
(USING PAKUR VARIETY STONE AGGREGATES)
Note: When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge. .GSB Grading-I: for Ch. 0.00 km to Bharat Murmu house
640.31
-
1612.15
... More
GSB Grading-II : for Ch. 0.00 km to Bharat Murmu house,…Uptp Liyagora and Pr School.
640.31
-
2032.86
... More
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)ii) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) for embankment should
389.25
-
142.1
... More
Extra for carriage of all kinds of soil for each additional
unit lead of 50 m (or part thereof) including loading and unloading. (Borrow pit measurement)
365.76
-
26.1
... More
M-30 GRADE - USING CONCRETE MIXER: USING PAKUR VARIETY STONE AGGREGATES Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works M-30 GRADE - USING CONCRETE MIXER: USING PAKUR VARIETY STONE AGGREGATES
1185.75
-
5727.5
... 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.
:- before placing of concrete over subbase 0.25 k.m
5938.05
-
24
... More
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. (ii) Hard shoulder Note: Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67.
174.38
-
682.45
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction.
310
-
214
... More
600 mm Dia Hume Pipe culvert
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
76.52
-
104
... More
Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works . M-15 GRADE - USING CONCRETE MIXER [Stone aggregate of Pakur variety]
8.85
-
5148.14
... More
Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
15.26
-
713.2
... More
i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD
3.53
-
5305.14
... More
Providing and Laying Reinforced Cement Concrete
Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete
pipe NP3 with spigot socket for culverts on first classbedding of granular material in single row includingfixing with cement mortar 1:2 as perTechnicalSpecification Clause 1106 for Rural Roads of MORD 1) 600 dia NP3, 4 sogets.
30
-
3281.24
... More
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, fineaggregate (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.
B. RCC GRADE M20.(i) using concrete mixer
13.28
-
5497.99
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
SHUTTERING WORK WITH PLY/ STEEL SHEET PLATE
305.66
-
214
... More
Guard Wall at Desbandana and liayagora crossing
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
408.31
-
142.9
... More
Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcostof labour and materials for formwork & reinforcement works. (a) M-15 Grade Using concrete mixer.
59.85
-
5148.14
... More
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 aggregates (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 the quality control,sampling,testing etc.including cost of formwork but excluding reinforcement complete as per drawing and technical specification B. RCC Grade M20(i) using concrete mixer.
348.03
-
5497.99
... More
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.
1) Foundation bed.
42.76
-
713.2
... 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.
130
-
115
... More
Filler joint
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
3000
-
20
... More
Citizen's information 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 exceeding 0.9 sqm supported on a mild steel angle iron post 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 45 cm x 45 cm 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).
Direction and Place Identification Signs with size more than 0.9 sqm size : for Citizen's information Board require the contractors to clearly display detailed information about the start and end dates, budget allocation, Name of Deptt. and other relevant details of the road project being constructe
2.7
-
9568
... More
CONSTRUCTION OF PCC ROAD ( END OF POND BANK) METIYALA VILLAGE TO KASHIGORA IN GOPALNAGAR GP UNDER MANBAZAR-I BLOCK IN THE DISRTICT PURULIA. _____________________________________________
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
0.06
-
44978
... More
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.
1) For concrete road portion
(a) depth upto 150 mm :
4455
-
14.54
... More
(b) for each additional depth of 150 mm to 300 mm
4455
-
19.19
... More
Extra for carriage of all kinds of earth by Mechanical Transport: (a) Carriage up to total lead of 1.0 km
516.38
-
95.95
... More
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 & Bridge Works of MoRT&H (5th Revision).
(USING PAKUR VARIETY STONE AGGREGATES)
Note: When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge.
GSB Grading-II: for Ch. 0.00 km to 1.00 KM
474.68
-
1383.08
... More
WATER BOUND MACADAM GRADE -I ( size of Agg 53.00 -22.4 mm): Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).
(iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
B. By Manual Means .
375.11
-
3014.8
... 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.
:- before placing of concrete over subbase 0.25 k.m
4125
-
25
... More
Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. (ii) Hard shoulder Note: Add cost at site of the materials to arrive at the complete rate. The compaction factor may be taken as 0.67.
123.75
-
682.45
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction.
440
-
214
... More
Filler joint
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
247.5
-
20
... More
Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works M-30 GRADE - USING CONCRETE MIXER: USING PAKUR VARIETY STONE AGGREGATES
828.08
-
5659.45
... More
Citizen's information 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 exceeding 0.9 sqm supported on a mild steel angle iron post 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 45 cm x 45 cm 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).
Direction and Place Identification Signs with size more than 0.9 sqm size : for Citizen's information Board require the contractors to clearly display detailed information about the start and end dates, budget allocation, Name of Deptt. and other relevant details of the road project being constructe
2.7
-
9568
... More
CONSTRUCTION OF PCC ROAD FROM BEKIYA TO LANKAGORA ( SANTALPARA) IN GP JHITUJURI UNDER BLOCK MANBAZAR-I (length =985.0mtr )IN THE DISRICT OF PURULIA. _____________________________________________
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
0.39
-
44978
... More
Construction of Subgrade and Earthen Shoulders
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 for Rural Roads of MORD. (Borrow pit /pre work post work measurement)
629.13
-
143.22
... More
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.
1) For concrete road portion
(a) depth upto 150 mm :
3693.75
-
14.52
... More
(b) for each additional depth of 150 mm to 300 mm
3693.75
-
19.19
... More
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 & Bridge Works of MoRT&H (5th Revision).
(USING PAKUR VARIETY STONE AGGREGATES)
Note: When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge. GSB Grading-II: for Ch. 0.00 km to 0.985 kmGSB Grading-II: for Ch. 0.00 km to 0.985 km
406.31
-
1591.76
... More
Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works M-30 GRADE - USING CONCRETE MIXER: USING PAKUR VARIETY STONE AGGREGATES
784.5
-
5739.11
... More
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing andstriking out after completion of work as perspecification and direction.
197
-
214
... More
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
106.88
-
115
... More
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, fineaggregate (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. B. RCC GRADE M20.(i) using concrete mixer
199.25
-
5509.59
... More
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.
1) Foundation bed.
17.1
-
713.2
... 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.
:- before placing of concrete over subbase 0.25 k.m
3918.75
-
24
... More
Citizen's information 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 exceeding 0.9 sqm supported on a mild steel angle iron post 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 45 cm x 45 cm 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).
Direction and Place Identification Signs with size more than 0.9 sqm size : for Citizen's information Board require the contractors to clearly display detailed information about the start and end dates, budget allocation, Name of Deptt. and other relevant details of the road project being constructe
2.7
-
9568
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
318.75
-
20
... 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.
65
-
115
... More
CONSTRUCTION OF PCC ROAD FROM NITYANANDA ASHRAM TO VATENARY HOSPITAL VIA PWI QUARTER AT VILLAGE SAPUA UNDER BALAMPUR BLOCK IN THE DISTRICT PURULIA.
______________________________________________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
0.22
-
44978
... More
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.
1) For concrete road portion
(a) depth upto 150 mm :
6075
-
14.4
... More
(b) for each additional depth of 150 mm to 300 mm
6075
-
19
... More
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 & Bridge Works of MoRT&H (5th Revision).
(USING PAKUR VARIETY STONE AGGREGATES)
Note: When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge.GSB Grading-II: for Ch. 0.00 km tohospital house.
836.53
-
1485.45
... More
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. PPC GRADE M30:
1194.75
-
6106.11
... 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.
:- before placing of concrete over subbase 0.25 k.m
5163.75
-
24
... More
Filler joint
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
843.75
-
20
... More
GST 18%
46785164
-
0.18
... More
CESS 1%
55206494
-
0.01
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