Varanasi Development Authority Tender
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Varanasi Development Authority Tender
Civil Works Roads
Eprocure
Opening Date17 Mar 2020
Closing Date26 Mar 2020
Tender Amount₹ 7,71,664
Costs
EMD
₹ 16,000Document Cost
₹ 1,430Tender Fee
Refer Documents
Summary
Renovation Of Road From Dr. Sakshi Maurya House To St. Jhons Colony Modaila.
Description
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Contact
Tender Id
2020_UPVDA_450277_1Bid Award Id
ViewTender No
1229/VDA/Ni/2019-20Tender Authority
Varanasi Development Authority ViewPurchaser Address
-Website
http://https://vdavns.com/
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Documents
BOQ Items
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01.51M-03.00M B.G.L.
149.07
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Bailing out or pumping out water/liquid mud during trench execavation. This includes providing necessary fuel, labour T&P etc. required for proper running of well point equipment of required capacity for lowering the water table during excavation and laying of sewers.
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Excavation of trenches only.
352
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4.15
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DISMANTLING /RE-INSTATEMENT
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Dismantling of roads for laying of sewer including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m.By manual.
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Tar Road (Bituminous)
62
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Granular
245
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Re-construction of dismantled roads after filling and proper compaction as per P.W.D. specification
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Tar Road (Bituminous)
309.54
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Stone Patiya
509.8
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exeeding 10 km. from the site of work and including watering , dressing, etc. rate to include the cost of all materials, labour, T&P etc. required for proper completion of work.
819.34
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Dimatntelling of old existing sewer, and removal of material by mechanical transport upto a lead of 100m from site of work including all material labour T&P etc complete
438
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CARTING\RE-CARTING & DISPOSAL
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Carting and recarting of excavated earth where sufficient width of road in not available for stacking of excavated earth average lead 250m.
263.4
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100
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BARRICADING
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providing and erecting 2.00 meter high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during clow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior apporval of Engineer-in-Charge.
35
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SHIFTING OF UTILITIES/SITE CLEARANCE
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Provision for shifting & reinstatement of utilities e.g. electric & telephone cable/poles, water lines drains etc. during excavation & laying of sewers.
As per Jan Nigam Project
704
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101
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Provision for site clearance after construction period and unforeseen items. As per Jan Nigam Project
704
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105
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SHUTTERING
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Provide and fix open thimbering (covering 1/3rd of surface area by plank in trenches for the following depths belwo G.L. consisting of 40mm thick approved country wood plank for poling board 125x75mm Indian sal wood wallers and 100mm diameter sal wood ballies for shuttering at 1.50m c/c including removal after laying (will be taken as one side for the purpose of payment and measurement i.e. area equals to length x depth of trenches). dismantled timbering material will be the property of the contractor.
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00.00m-03.00m B.G.L.
1149.12
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3041
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BEDDING
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Providing and laying Granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20-50% passing throgh 10mm sieven and 100% retained on 6mm sieve and Dimensions are as per Approved Drawing for:
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MANHOLES
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BRICK : CIRCULAR/RECTANGULAR
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Construction of brick masonry manhole in first class brick of following types and sizes in cement mortar 1:4, P.C.c. top slab with 1:2:4 , foundation concrete 1:2:4, inside & outside plastering 12mm thick with cement and making channels in cement concrete with 1:2:$, finished with floating coat of neat cement complete with including CI steps (PVC encapsulated staggered at 0.3m interval, RCC arch above pipe including excavation, reinforcement and form work, SFRC heavy duty frame and cover as per standard design and drawing.
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B-Type Manhole 1200mm Dia depth 2.01 to 2.3m
28
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8
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PIPES
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R.C.C. PIPES: NP-3 CLASS
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Providing and converying to site RCC pipes with sulphate resistant cement of following class (with s/s ends) and diameter as per IS: 458-2003 (Amended up to date) including all taxes (Central and Local) with Rubber gaskets as per (EPDM/SBR) for sewer lines as per IS: 5382-1985 or (Amended up to date), including cost of Rubber gaskets, labour required, transportion, loading, unloading & stacking etc.(excluding cost of laying, jointing, testing and commissioning). The pipe shall be ISI marked.
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NP3 Class
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250 mm internal diameter
704
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INTERCONNECTION
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Provision for inter connection in between proposed drainage line and existing storm water Manhole of drainage including cost of all labour material and special T&P required for connection and re-instate the same completer in all respect.
2
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LOWERING& LAYING OF R.C.C PIPES/HDPE PIPES
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Carting of following size r.c.c pipe (NP3 class, socketed/spigoted) rubber ring joined and special from store to the work lowering same into the trenches true to allignment including excvation of earth below inmvert level of pipe, cost of all jointing materials, testing, commissioning etc. Complete but excluding excvation and refilling of trenches from ground level to the invert level of pipe.
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250 mm dia pipe
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0.00-1.50 m BGL
311
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1.51-3.0 m BGL
393
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Total Cost in Rs.
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Total Cost in Rs. Lacs
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