Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Nov 2024
Closing Date13 Dec 2024
Tender Amount₹ 15,49,770
Costs
EMD
₹ 30,995Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WBPWD_772301_3Tender No
WB/PWR/EE/BHDII/NIT8/24-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the
Engineer-in-Charge.
211
604
127444
Removing corroded worn out portion of reinforcement (when thearea of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding
with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement.
300
87
26100
Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in- Charge.
63.3
506
32029.8
Guniting concrete surface with cement mortar (25
mm nominal thick) applied with compressor after
cleaning surface and spraying with epoxy
complete as per Technical specification.
370
912
337440
Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy.
740
102
75480
Sealing of crack / porous concrete with Epoxy
Grout by injection through nipples complete as per
clause 2803.1.
92.5
882
81585
Repair of RCC Railing Carrying out repair of RCC M30 railing to bring it to the original shape.
48
165
7920
Epoxy bonding of new concrete to old concrete.
63.3
517
32726.1
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 Technical Specifications
Clause 202 for Rural Roads of MORD.
(II) By Mechanical Means
a) Cement Concrete
50
470
23500
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.
7.1
598
4249.5
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. C. PCC Grade M20 I) Using concrete mixer
59.57
5404
321986.06
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.
A PCC Grade M20
(i) Height upto 5m
23.13
5677
131354.62
Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades.
78.8
119
9377.2
Back filling behind abutment, wing wall and return
wall complete as per drawing and Technical
specification. A) Granular material
3.72
1267
4715.84
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.
18
115
2070
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.
28.72
24
689.28
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.
50
92
4600
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the
EIC.
(a) One Coat
35
3140
1099
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour,scaffolding and all incidental
charges but excluding the cost of primer.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
35
67
2345
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
15.28
146
2234.55
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
10.32
32
338.08
Drainage Spouts in Superstructure including
providing drip mouldings and also including
supplying, fitting and fixing approved type of
materials complete as per drawing and Technical
specification vide clause no. 2705 of MoRT&H’s
Specification for Road & Bridge Works.
18
783
14094
Labour for Chipping of concrete surface before taking up Plastering work.
15.28
21
320.88
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles..... requisite thickness (measured after compaction) incl. screening…..etc.
I) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :
Without Staking
6
1779
10676.94
Sealing of crack / porous concrete by injection process through nipples/ Grouting complete as per
Technical Specification.
A. Cement Grout
185
59
10915
Add GST @ 18% of sum of item 1 to 8
1300360.97
18
234064.97
Add L.W. Cess @ 1% of sum of item 1 to 5
1534425.94
1
15344.26
Specifications vide clause no. 2702 of MoRT&H’s
-
-
1549770.2
Specification for Road & Bridge Works.
-
-
-
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