Department Of Paschimanchal Unnayan Affairs Tender
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Department Of Paschimanchal Unnayan Affairs - DPUA Tender
Eprocure
Opening Date6 Jan 2021
Closing Date22 Jan 2021
Tender Amount₹ 60,60,121
Costs
EMD
₹ 1,61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Box Bridge At Raiboni Khal
Description
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Contact
Tender Id
2021_DPUA_313364_2Bid Award Id
ViewTender No
2nd CALL of e-NIT No. 20/PUP/EC/BNK of 2020-21Tender Authority
Department Of Paschimanchal Unnayan Affairs ViewPurchaser Address
-Website
http://http://www.pupwb.org/
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Documents
BOQ Items
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. A) PCC Grade M20 with Pakur Varity Stone chips for Foundation
408.44
-
6336.67
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. D) RCC Grade M25 with Pakur varity stone aggregates For Foundation work
I) Using concrete mixer
127.47
-
6548.01
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation 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 and direction of Engineer-in-charge. Use TATA/SAIL/RINL for foundation work
15.01
-
55226.57
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of
approved quality, cement and water reducing admixtures, 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 as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications E RCC Grade M25 With Pakur varity stone chips
(i) Height upto 5m
I) Using concrete Mixer
45.92
-
6859.01
Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of
approved quality, cement and water reducing admixtures, 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 as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications F RCC Grade M30 With Pakur varity stone chips
(i) Height upto 5m
I) Using concrete Mixer
7.32
-
6924.18
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 and direction of Engineer-in-charge. Use TATA/SAIL/RINL foe sub- structure work
6.27
-
55359.57
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.
134
-
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).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 15 mm thick plaster
789.4
-
150
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
322
-
34
Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. b) Two Coats
54
-
99
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates.
136.69
-
2616.1
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. 0.72 m3 of brick aggregates / river bed materials and 0.48 m3 of coarse sand
21
-
2022.4
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
I. Stone/Boulder
42
-
2616.1
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
252.97
-
92
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.
162
-
649.44
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) (i) In ordinary soil For sectioning the canal section .
9750
-
89.9
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 75
mm 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). iv) 80 cm x 60 cm rectangular for citizeninformation bord
4
-
5049
Diversion of Road work
-
-
-
Providing and laying reinforced cement concrete
pipe NP3 with spigot socket for culverts on first class
bedding of granular material in double row including
fixing with cement mortar 1:2 as per Technical
Specification Clause 1106 for Rural Roads of MORD. (D) 600 mm dia
22.5
-
3302.52
Construction of Embankment with Material Obtained
from Borrow Pits Construction of embankment with approved material m 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)
363
-
85.6
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.
32
-
699.24
Approach Road work
-
-
-
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men
and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) For Construction of Sub Base by consolidating
Laterite (90 mm to 45 mm):
79.2
-
978.84
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.
33
-
699.24
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.
60
-
24
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. D) RCC Grade M25 with Pakur varity stone aggregates
I) Using concrete mixer
13.2
-
6548.01
Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation 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 pecifications and direction of Engineer-in-charge. Use TATA/SAIL/RINL foe Foundation work
0.83
-
50700.35
(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
42
-
20
Add GST @12%
7113597.26
-
0.12
Add LW Cess @1%
7967228.93
-
0.01
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