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 Date30 May 2022
Closing Date8 Jun 2022
Tender Amount₹ 28,74,809
Costs
EMD
₹ 57,496Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_RIMS_691784_1Bid Award Id
ViewTender No
98/2022-23/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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Documents
BOQ Items
Treatment of soil by boring, filling and compacting granular materials with the following specification i) boring by bailer with casing at required spacing and of required depth and stone column
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Biultup area 35x2 Sqm
264.6
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Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
22.44
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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 up to plinth level :
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1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
10.65
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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. up to floor five level excluding cost of centering,shuttering, finishing and reinforcement :
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1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
12.69
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with
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1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
14
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
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Thermo-Mechanically Treated bars
4117.11
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Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in
626.5
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Extra for completion of earth in embankments under suitable moisture content condition as directed by the Engineer-in-charge to give at least 95 p.c. of the maximum dry density (proctor density).
149.8
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Preparing sub-grade by excavating earth upto 22.5 cm deep, dressing to camber and consolidating with road roller including disposal of surplus earth within 50m.
626.5
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Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( without carriage charge of all materials)
626.5
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water to OMC in mechanical mix(Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base /base course on a well prepared underbase and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricating and maintenance of diversion etc.
93.98
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Preparing surface by brushing with wire brushes for remaining caked mud etc. sweeping with brooms and finally fanning the cleared surface with gunny bags to removed all loose dirt etc.
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Wet bound Macadam surface new
626.5
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Providing & applying evenly a priming/tack coat with bitumen (80/100).
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10 kg/10sqm
626.5
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2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.0 mm size 0.19 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface using H.M. plant & paver finisher.
626.5
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