Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Mar 2025
Closing Date25 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 88,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
C/o Approach Road From Lemmi To Dilw
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWDAP_2361_1Bid Award Id
ViewTender No
PKD/PKSD/NIT/BE/2024-25/06Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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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
48.6
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RCC RETAINING WALL OF 3 mtr heightExcavation 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.)Ordinary soi,lManual Means, above 3m depth
42.53
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SH:- BOX CULVERT (2mx2mx7.50m )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.) I. Ordinary soil A. Mechanical Means (i) upto 3 m depth
355.62
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
58.32
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC grade M20 (p) Height upto 5 m Case-II using Batching Plant, Transit Mixer and concrete pump
75.45
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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.
19.95
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M20
31.86
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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.
2594.03
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Providing and laying cement concrete 1:3:6 (1cement:3coarsesand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
38.85
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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)
5736.96
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Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications
2.14
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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
198
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M15
11.34
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RCC grade M20 case-II using Batching Plant, Transit Mixer and concrete pump
8.37
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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.
252
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SH: PAVEMENT (Preparation of Sub-Grade ) 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.)
2594.03
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
283.5
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(SH:- Formation Cutting) 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)
11473.92
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SH: CC DRAIN 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.
169.58
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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)
1274.88
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical pecifications. PCC Grade M20
13.5
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
1.85
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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.
27
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Neat Cement punning
283.5
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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.
54
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Supplying, fitting and placing uncoated HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications
5.95
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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)
637.44
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Granular Sub-base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. (i) for grading- I Material
389.1
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