Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Eprocure
Opening Date22 Feb 2019
Closing Date12 Mar 2019
Tender Amount₹ 76,93,906
Costs
EMD
₹ 1,92,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_DPUA_219095_1Bid Award Id
ViewTender No
31/PUP/EC/BNK of 2018-19Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
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 & Bridge Works of
MoRT&H (5th Revision).
(i) Grading – II
(100mm thick)
Pakur vareity Stone Chips.
420.75
-
1217.46
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 and striking out after completion of work as per
specification and direction.
(b) Where staging is not required
605
-
214
Supplying & laying Polythene sheet over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
4125
-
24
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.
(C) M-25 Grade
I) Using concrete mixer
Pakur Stone Chips.
825
-
5049.97
(iv) Providing and filling joint sealing compound as
per drawings and technical specifications with
coarse sand and 6% bitumen by weight
825
-
20
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.
78.38
-
443
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
2
-
8993
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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).
ii) 60 cm equilateral triangle
2
-
2597
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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).
iii) 60 cm circular
2
-
3537
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 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).
v) 60 cm x 45 cm rectangular
2
-
3441
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
-
1538
Excavation for Structures
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.
81.6
-
104
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.ncluding inundating each layer by profuse water and poking and ramming layer by layer completeincluding supply of sand. Quality of sand is to be approved by the Engineer-in-charge
12.9
-
571.93
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 and striking out after completion of work as per
specification and direction.
(b) Where staging is not required
143.3
-
214
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.
(a) M-15 Grade
Using concrete mixer.
124.52
-
4531.82
Supplying R.C. spun pipe (NP2) & matching collar as per specification including loading , unloading, carriage & stacking properly at site as per instrution of E-I-C inclusive of all taxes .
30 cm. Dia. Pipe
22.5
-
514.8
30 cm. dia. Collar
8
-
233.64
Labour charge for laying , fitting & fixing in position RC spun pipe (NP2) with collar in canal banks , roads , including caulking the joints of collars as when and necessary with cement mortar (1:2) jute and bitumen etc. as approved including preparing sub-grade , flooring including cost & carriage sand , cement etc. complete ( excluding cost & carriage of pipes & collars from departmental stackyard) 30 cm. dia.
22.5
-
74.25
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD.
(D) 600 mm dia. pipe
50
-
2769.44
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.
a) upto 3 m depth
(ii) With pumping out water excluding shoring
311.85
-
124
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
59.4
-
571.93
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 and striking out after completion of work as per
specification and direction.
(b) Where staging is not required
769.5
-
214
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.
(a) M-15 Grade
Using concrete mixer.
452.92
-
4531.82
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.
200
-
115
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
342
-
149
Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats): External surface (Ground floor)
(b) Two coats (on new works only).
342
-
14.24
Excavation for Structures
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.
a) upto 3 m depth
(i) With pumping out water including shoring
as required.
99.23
-
124
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
14.18
-
571.93
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
90
-
24
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 and striking out after completion of work as per
specification and direction.
(b) Where staging is not required
166.67
-
214
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.
(a) M-15 Grade
Using concrete mixer.
41.63
-
4531.82
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).
(ii) With 1:4 cement mortar
(b) 15 mm thick plaster
165
-
149
Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats): External surface (Ground floor)
(b) Two coats (on new works only).
165
-
14.24
Add GST @ 12 %
8501929.44
-
0.12
Add Labour Welfare Cess @ 1%
9522161.97
-
0.01
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