Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Eprocure
Opening Date16 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 64,51,000
Costs
EMD
₹ 1,29,020Document Cost
₹ 1,935Tender Fee
Refer Documents
Summary
Kam/krc/sopd(g)/2024-25/27 Construction Of Bokul Path Byelane 1 By Providing Rcc Load Bearing Drain Under Sopd-g For The Year 2024-25.
Description
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Contact
Tender Id
2024_PWD_41075_14Tender No
No.GRC/NIT/510./2021 -22/Pt.I/2503 Dated.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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Granular Sub-base with Well Graded Material (Table 400.1) (Only for PMGSY work) A. By Mix in Place Method
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 atOMC, and compacting with smooth wheel roller to achieve the desireddensity, completeasper Technical SpecificationClause 401(ii) For Grading II Material
92.55
3222
-
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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 II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
123.4
7173
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Providing and fixingof retro-reflectorised cautionary,mandatory and informatory signas per IRC:67madeof encapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting,1.5mm thick supported on GI pipe 50mmdia firmly fixed to the ground bymeans of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm, 600 mm below ground level as per drawings and Technical Specification 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 cumbucket capacity including cutting and loading in tippers, trimming bottomand side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto1.5 m and lead upto1000 m as per Technical Specification Clause 302.3
540.09
69
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
67.5
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 5 m
45
6672
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Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/ BISCON/THERMAX or equivalent) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
38.58
54520
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Plain/reinforced cement concrete in sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone, IV RCC Grade M25, For height upto 5m
211.5
8133
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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.
315
209
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, B. Sandy material
121.5
1524
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Construction of Guard Wall
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Excavation for Structures
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 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth
100.81
129
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
16.2
2642
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause802, 803, 1202 & 1203 A With crushed Stone I P.C.C grade M 10 Nominal mix 1:3:6
10.8
6143
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Stone masonry work in cement mortar 1:3 for sub structure complete as per drawing and Technical Specifications A Random Rubble Masonry
87.75
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.
36
209
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, B. Sandy material
18.9
1524
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