Regional Institute Of Medical Sciences Tender
View complete overview of Manipur RIMS Tender
Regional Institute Of Medical Sciences - RIMS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Dec 2023
Closing Date2 Jan 2024
Tender Amount₹ 43,81,514
Costs
EMD
₹ 87,830Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Internal Roads In And Around Type Ii B Quarters, Rims, Imphal.
Description
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Contact
Tender Id
2023_RIMS_786845_1Bid Award Id
ViewTender No
202/2023-24/RIMS/ImphalTender Authority
Regional Institute Of Medical Sciences ViewPurchaser Address
-Website
http://http://www.rims.edu.in/secure/
GEM & Bid Advisory Services
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BOQ Items
Providing and laying one layer W.B.M 7.5 cm consollidated thickness using 1.00 cum of stone aggregate conforming to IRC grades per 10 sqm of road surface and 0.23 cum of binder materials of approkved quality per 10 sqm. of road surface i/c consolidation of the same4 , rolling of the surface to camber, superelavation and grade by using template, sraight edges and spirit level in layer not exceeding 100mm to 130mm thick ( spread thickness ) , dry and wet rolling with 8 to 10 tonnes roller i/c earth edging 30cm width on both sides and applying binding materials as specified .
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A By Manual Means
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(i) Grading-I
(a) Using Screening Crushable type such as Moorum or Gravel
225.92
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(ii) Grading-II
(a) Using Screening Crushable type such as Moorum or Gravel
225.92
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Tack coat
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(i) Tack coat on Bituminous surfaces
Providing and applying evenly a priming/tack coat with bitumen (80-100) 10kg/sqm
3556
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Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller)
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19 mm nominal chipping size
3556
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
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Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75
3556
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
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Case - I : Type A
3556
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Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as
directed by the Engineer-in- Charge.
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All kinds of soil
30
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
10
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Dry rubble Flooring
4.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -
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All work up to plinth level
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1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
2.75
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
2.59
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level upto floor five level excluding cost of
centering,shuttering, finishing and reinforcement :
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
3.67
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
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1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )
1.84
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
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Thermo-Mechanically Treated bars
2004.96
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Centering and shuttering including strutting, propping etc. and removal of form for:
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(a) Foundation footings, bases of columns etc. and mass concrete.
3.72
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(b) Walls (any thickness) including attached pilasters, buttresses,
plinth and string courses etc.
36.72
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Suspended floor, roofs, landings balconies and access platform
8.1
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Evaluation Notes How It Works ?
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