Public Works Department Tender
View complete overview of Manipur PWD Tender
Costs
EMD
₹ 4,33,975Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDM1_2368_1Tender No
EE/UD/e-tenders/2023-2024/3 dt. 22/02/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwdmanipur.nic.in/
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BOQ Items
Land slide clearance in soil (Clearance of land slipes in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)
229.06
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Surface drains in soil (Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated materials to be used in embankment at site within a lead of 1000 meters.)
13600
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SH: Shingling and Pot Hole Mending.
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Providing laying & compacting granular base/sub-base with naturally occurring sand gravel material free from organic or other deleterious constituents spreading with Motor Grader and compacted by rolling with power roller of 8 to10 capacity in layers not exceeding 150 mm.
2309.98
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SH: Construction of CC R/Wall 2.00 m height
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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 with approved material i) Ordinary Soil a) Mechanical Means (Depth upto 3 m)
335.92
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Back filling behind abutment, wing walls and return wall complete as per drawing and technical specification a) Granular material
111.24
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
38.53
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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
228.3
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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and technical specifications
163.2
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Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Morth specifications to a thickness of not less than 600mm 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.
72
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SH: Construction of RWall of height 3.50 m
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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 with approved material i) Ordinary Soil a) Mechanical Means (Depth upto 3 m)
501.23
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Back filling behind abutment, wing walls and return wall complete as per drawing and technical specification a) Granular material
147.69
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
46.8
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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
424.58
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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and technical specifications
143.1
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Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Morth specifications to a thickness of not less than 600mm 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
94.5
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SH: Construction of RCC Slab Culvert 1.5 m span
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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 with approved material i) Ordinary Soil a) Mechanical Means (Depth upto 3 m)
540
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Cement concrete 1:4:8 mix with stone aggregate 40mm nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m above ground/bed level.
24.75
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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 mixwd, placed in foundation and compacted by vibration including curing for 14 days)
212.43
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Reinforced Cement Concrete M-20 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position.
5.4
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Reinforced Cement Concrete mix with stone aggregate 20mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but including centering and shuttering laid in position. i) M-20
11.39
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification
2.3
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Back filling behind abutment, wing walls and return wall complete as per drawing and technical specification a) Granular material
281.95
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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification
4.08
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Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and technical specifications
51.6
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