Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Eprocure
Opening Date19 Dec 2024
Closing Date8 Jan 2025
Tender Amount₹ 1,63,23,645
Costs
EMD
₹ 3,26,473Document Cost
₹ 4,897Tender Fee
Refer Documents
Summary
Kam/krc/sopd(g)/2024-25/10 Construction Of B.r.deka Path By Providing Rcc Load Bearing Drain Under Sopd-g For The Year 2024-25
Description
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Contact
Tender Id
2024_PWD_41271_1Tender No
No.GRC/NIT/510./2021 -22/Pt.I/ 2506 Dtd.09.12.2024Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
250.12
3222
-
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A By Manual Means
125.06
4370
-
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Inter locking concrete Block pavement
(A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints
1167.22
1181
-
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Inter locking concrete Block pavement
(A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/ Edge restraints
Re use30%
500.24
312
-
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specifiication Clause 1701 ii 600mm equilateral triangle
2
4472
-
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Construction of RCC Load Bearing Drain
-
-
-
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
1738.8
69
-
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
173.88
2642
-
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
A PCC Grade M15 Height upto 5m
115.92
6672
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
110.52
54520
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A With Crushed Stone
IV RCC Grade M 25
i) For height upto 5 m
598.92
8133
-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
676.2
209
-
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
ii Sandy material
260.82
1524
-
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Construction of Toe Wall
-
-
-
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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 deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
Upto 3 m depth
57.12
129
-
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Providing and laying of dry rubble flooring complete as per drawings andtechnical specifications Clause 1303.3
9.18
2642
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
A With crushed Stone
I P.C.C grade M 10
Nominal mix 1:3:6
6.12
6143
-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
A Random Rubble Masonry
49.72
4373
-
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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 foce. Complete as per drawing and Technical specification.
20.4
209
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
B Sandy material
10.71
1524
-
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