Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Eprocure
Opening Date6 Mar 2020
Closing Date21 Mar 2020
Tender Amount₹ 35,84,029
Costs
EMD
₹ 71,681Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SH_278020_1Bid Award Id
ViewTender No
NIT/15E/EECHD/PWRDTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.Using Brick Bat @0.72m3/m3, coarse Sand @0.48 m3/m3.
22.5
-
1698.62
Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect ncluding stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge.Using stone boulder above 225 mm size @ 0.45cum/cum, stone boulder -150-225 mm @0.45cum/cum
189
-
1282.23
Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.)
774.9
-
201
Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. (Extra quantity of earth for filling shall be obtained from road side borrow pits.)
1100
-
12.2
Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)(i) In ordinary soil
1404
-
89.9
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
195.45
-
4069.09
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. with Where staging is not required.
348.11
-
214
Patching of damaged concrete surface with polymer concrete (25 mm nominal thick) and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.
150.75
-
1391
Epoxy bonding of new concrete to old concrete
195.75
-
517
Curtain wall complete as per drawing and Technical specification II. Cement concrete Grade M15
96.89
-
6155.92
Flexible Apron Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Using NB variety material Above 225 mm Size boulder @ 1.00 m3/m3, Stone Spalls @0.20 m3/m3.
195.75
-
1679.36
Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works.
12
-
783
Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge.
1023.75
-
199
Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including two coats of anti-corrosive coatings of consumption as per manufacturer's specification, cleaning etc. complete as per the direction of the Engineer-in-
Charge.
60.75
-
506
Repair of RCC Railing Carrying out repair of RCC M30 railing to bring it to the original shape.
39.5
-
172
Providing and constructing Temporary Island for construction of Well foundation. A Construction of Temporary Island assuming depth of water 1.0 m and height of island upto 1.25m. by sand / dry soil filled cement / polyethylene bags and removal of the same after main construction activity.with Area of Island between 120 m² to 140 m²
2
-
27119
Total =A
1
-
-
Add GST @12% on A=(B)
1
-
-
A+B=C
1
-
-
Add Labour Welfare Cess @ 1% on C=D
1
-
-
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