Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date30 Dec 2023
Closing Date8 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 9,89,120Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PWDAP_1520_1Tender No
RGD/Tender/2023-24/07Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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BOQ Items
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 )
12111.56
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SH: 2.01 CC Pavement
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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.
7875
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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
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(i) for grading- I Material
1771.88
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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.)
787.5
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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. )
1575
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SH: 3.01 RCC Culvert of Span 2.00m = 3 Nos.
-
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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.
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Ordinary soil
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Mechanical Means
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upto 3 m depth
304.13
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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.)
165.15
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
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(E) RCC Grade M20
(p) Height upto 5m
Case I Using concrete Mixer
103.13
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specificati
12.26
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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
239
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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a) Granular material
149.28
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SH: 4.01 RCC Retaining Walls of Ht. 3m
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Earth work in excavation in foundation and trenches etc.in all kinds of soil excluding soil containing 50% or more of shingles 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 soil as directed within a lead of 50m.
1137.92
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Providing and laying in foundation 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.
22.86
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Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up tof loor two level excluding cost of centring,shuttering and reinforcement in :a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
249.71
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Centring and shuttering including strutting proping etc.and removal of form work for:
857.25
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and stringcourses etc.
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Reinforcement of RCC work including bending,binding and placing in position complete.
7398.43
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b) Tor/TMT bar
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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
64
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a)Granular material
336.55
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SH: 4.02 RCC Breast Walls of Ht. 2.5m
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Earth work in excavation in foundation and trenches etc.in all kinds of soil excluding soil containing 50% or more of shingles 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 soil as directed within a lead of 50m.
352.8
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Providing and laying in foundation 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.
15.68
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Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up tof loor two level excluding cost of centring,shuttering and reinforcement in :a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
168.07
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Centring and shuttering including strutting proping etc.and removal of form work for:
558.6
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and stringcourses etc.
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Reinforcement of RCC work including bending,binding and placing in position complete.
4548.66
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b) Tor/TMT bar
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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
49
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a)Granular material
207.76
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SH:5 Road Side CC Drain
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SH: 5.01 Road Side CC Drain
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Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m.
700
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth
285
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Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.
1000.15
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12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
1900
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Neat Cement Punning
1900
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Evaluation Notes How It Works ?
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