Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date22 Aug 2019
Closing Date4 Sep 2019
Tender Amount₹ 7,47,50,000
Costs
EMD
₹ 7,47,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDAP_256_1Bid Award Id
ViewTender No
CHD/DNIT/2019-20/07Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
SH: II : PROTECTION WORK (B/WALL 3.00 MTR HEIGHT- 44 MTRS and R/WALL 3.00 MTR HEIGHT-172.00 MTRS
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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) I) Ordinary Soil A) Manual means (ii) 3 mtr to 6 mtr depth
863.77
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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.)
72.44
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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
1155.14
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granualar material
91.8
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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.
129.64
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SH: III : PAVEMENT ( PREPARATION OF SUB-DRADE, GSB and WBM-II,III 10.00 KM).
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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.)
42525
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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) i) for grading- I Material
6378.75
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Water Bound Macadam (Providing,laying,Spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coars aggregate, watching and conpacting to the required density.) ii) Grading-II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.)
2953.13
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Water Bound macadam (Providing , laying,spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes in stages to proper gr Grading-III (using Screening Crushable type such as Moorum or Gravel) Using Screening Type-B (11.2mm Agg.)
2953.13
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SH: IV : RCC SLAB CULVERTS - 1 NOS).
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Excavation for structures (Earth work in excavtion 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 remaining earth locally for road work) i) Ordinary Soil A) Manual Means (Depth up to 3m)
136.6
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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)
25.49
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. A) Coursed rubble masonary (First sort)
79.73
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B) Random Rubble Masonry
24.02
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. A) PCC Grade M15 p) Height upto 5 m
0.84
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and Technical Specification A) RCC Grade M20 Case I:- Using concrete mixer i) For solid slab super structure, 22-30% of (a+b+c) p) Height upto 5m
4.68
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
0.7
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material
16.6
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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.
32
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SH: V : CEMENT CONCRETE DRAIN - 9.956 KM).
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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.) Ordinary soil Manual Means (Depth upto 3 m)
5051.66
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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.)
1841.49
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12mm cement plaster in 1:3 (1cement : 3 sand)
18414.9
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Metal Beam Crash Barrier- 235 Mtr
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Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
235
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KILOMETRE STONE -10 NOS
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
10
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