Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Eprocure
Opening Date17 Feb 2020
Closing Date9 Mar 2020
Tender Amount₹ 35,51,713
Costs
EMD
₹ 71,041Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Wbpwd/r/ee/s24pgshd/nit-16 Of 19-20 By Ee(sl-01)
Description
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Contact
Tender Id
2020_SH_272795_1Bid Award Id
ViewTender No
WBPWD/R/EE/S24PGSHD/NIT-16 of 19-20 by EETender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / abutment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction. i) With Eucalyptus bullah Pile:
(Height of deck above bed level upto 2.25m)
42.3
-
5170
Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge.
125
-
90
Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of the Engineer-in-Charge.
677
-
604
Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every
intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
240
-
60.67
Welding in M.S. structural work with gas or electric:
(b) Continuous weld.
2880
-
9
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.
7
-
506
Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification.
125
-
907.51
Providing and inserting nipples with approved fixing
compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy.
87
-
102
Sealing of cracks / porous concrete by injection
process through nipples/Grouting complete as per
Technical specification. Cement Grout
435
-
56.14
Providing and Painting of structural steel surfaces of
bridge members by grit blast cleaning or centrifugal
blasting with a suitable abrasive materials like crushed slag in accordance with clause-III of IS 6586:1989 immediately before painting , to make the surface free from grease, oil, rust and other foreign materials. The rate includes supply of abrasivesand,fuel, cost of paint including all transportation, lead, lift and labour charges,
consumables, tools & plants complete in all respect
but exclusive of cost for staging/scaffolding. Painting of approved Zinc-phosphate primer of DFT 65 micron followed by finish coat of Micaceous iron oxide pigmented drying oil type paint of DFT 75 micron.
575
-
593
Epoxy bonding of new concrete to old concrete
58
-
517
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 approvedby the Engineer.
19
-
1391
Plain / Reinforced Cement Concrete in Substructure
(M-30)with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparationof design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. f)RCC Grade M30 (i) Height upto 5m I) Using concrete Mixer
3
-
6631.68
Taking out Sal-bullah / Eucalyptus piles from river
bed or from elsewhere including carrying stacking
materials in the nearest stack yard.b) Above 17.5 cm. and up to 25 cm. diameter
3969
-
14.1
Goods and Services Tax(GST)@12%
-
-
0.12
Labour Welfare Cess(LWC)@1%
-
-
0.01
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