Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Aug 2023
Closing Date29 Aug 2023
Tender Amount₹ 2,94,27,943
Costs
EMD
₹ 2,94,279Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDAP_1365_1Bid Award Id
ViewTender No
PKD/PKSD/NIT/BE/2022-23/26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 Metres)
5694.94
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
9
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Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand). Flush Pointing
90
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5
19.31
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PCC 1:5:10 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
15
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres)
632.8
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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 filling with apply material.Ordinary soil Manual Means Upto 3 m depth
75
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
2.55
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported 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 filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )
937.15
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Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc ( externally ) (a) 100 mm nominal bore
8.1
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
5
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PCC 1:5:10 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
13.5
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Centring and shuttering including strutting proping etc. and removal of form work for: a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
501.4
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RCC Grade M20 case II With Batching plant , transit mixer and concrete pump
14.75
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SH: Details of 50.00 M R/Wall (2.0M Height)
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification Using Concrete Mixer For T-beam & slab, 25-35% of (a+b+c) Height upto 5m
13.62
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
80.64
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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 with approved material. Ordinary soil Manual Means Upto 3 m depth
166.16
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Sh: Details of 45.00 M B/Wall (2.0M Height)
-
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Embankment Construction with material obtained from Borrow pits( construction of embankment with approved material obtain from borrow pits with all lifts and leads, transporting to sites, spreading ,grading to required slope and compacting to meet requirement of table 300-2)
4877.51
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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.
56
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
5.92
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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.
148
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SH:PAVEMENT
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401) 401 )(i) for grading- I Material
1012.1
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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
60
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SH: RCC Box Culvert ( 1.5 Mtr. Span ) - 1Nos.
-
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A Boulder laid dry without wire crates.
18
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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
100
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
43.85
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Earth work in excavation in foundation and trenches in soils containing 50% ormore of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 50m.
952.85
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Neat Cement punning
1947
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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 filling with apply material.Ordinary soil Manual Means Upto 3 m depth
67.5
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SH: Earth Work(Formation Cutting)
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Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc and rerolling the sub grade.
5060.5
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
135
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SH: RCC Slab Culvert ( 4.0 Mtr. Span ) - 1Nos.
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SH: RCC Box Culvert ( 2.0 Mtr. Span ) - 2Nos.
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30 per cent of (a+b+c) Height upto 5
67.85
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height upto 5m
0.96
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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
5060.5
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.A Boulder laid dry without wire crates.
7.98
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.5
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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
90
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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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) (I) Ordinary soil (B) Mechanical Means upto 3 m depth
168
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Depositing of excavated earth on the barren valley side. (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side)
2846.99
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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 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.
36
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SH: CC Drain 1180.00 Mtr
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Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone shingle 20 mm nominal size) at plinth level.
160.3
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
0.85
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
150
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Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side)
316.39
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Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand). Flush Pointing
100
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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 with approved material. Ordinary soil Manual Means Upto 3 m depth
84.85
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Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
168.15
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort )
257.8
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
0.33
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M20
4.22
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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 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.
13.5
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
1947
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Centring and shuttering including strutting proping etc. and removal of form work for:b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
1416
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RCC Grade M20 case II With Batching plant , transit mixer and concrete pump
6.4
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