Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Dec 2023
Closing Date16 Dec 2023
Tender Amount₹ 9,90,05,478
Costs
EMD
₹ 9,90,100Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDAP_1489_1Bid Award Id
ViewTender No
YA/NIT/RIDF/2023-24/03Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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Plant Mix Method (Construction of granular sub base by provided close graded material,mixing in a mechanical mix plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grade on prepared surface and compacting with vibratory power roller to achive the desire density complete as per clause 401)
a) Grading I Material
1819.13
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Dry Lean Cement Concrete Sub-base
(Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
1364.34
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Cement Concrete Pavement
Construction of unreinforced ,dowel jointed,plain cement concrete pavement over a prepared subbase with 43 grade cement @400 Kg per cum,coarse and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm,mixed in a batching and mixing plant as per approved mix design for M40 grade having mininum 28 day flexual strength of 4.5 Mpa, using approved admixures, transport to site laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filter, seperation memberane, sealant primer, joint sealent debonding strip dowel br, tie rod, admixtures as approved curing compound, finishing to lines and grades asper drawing.
2397.96
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R/Wall 60.00 mtr length & 3.00 mtr Height
Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material)
Ordinary Soil
Manual means
Upto 3.00 mtr.
252
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PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
20.89
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Random Rubble Masonry
293.93
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granualar material
90
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12mm Cement Plaster 1:4 ( 1 cement :4 fine sand)
93.3
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Providing weep holes in Brick masonary/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 specifications.
107
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SH:- CC Drain
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling withapproved material.)
I Ordinary soil
A Manual Means
(i) upto 3 m depth
774.4
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Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical specifications
a) PCC Grade M15
145.2
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Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical specifications
b) PCC Grade M20
275.88
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12 mm cement plaster 1:4 (1cement:4 fine sand) on the rough side of single or half brick wall.
1839.2
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SH:- RCC Slab Culvert (Span 1.50 mtr & Abutment height 1.50 mtr)
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Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
Manual Means i) Ordinary Rock (not requiring blasting)
59.67
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
4.41
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
RRM
2.63
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M15
29.84
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12 mm cement plaster 1:4 (1cement:4 fine sand)
8.19
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Providing and laying of Filter media with stone boulder to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
13.68
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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 Specifications
10
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M20
2.77
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
0.35
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