North Eastern Indira Gandhi Regional Institute Of Health And Medical Sciences Tender
View complete overview of Meghalaya NEIGRIHMS Tender
North Eastern Indira Gandhi Regional Institute Of Health And Medical Sciences - NEIGRIHMS Tender
Civil Works Others
Eprocure
Opening Date9 Jul 2021
Closing Date26 Jul 2021
Tender Amount₹ 25,39,154
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_NES_637719_1Bid Award Id
ViewTender No
NEIGR/ENGG/2/2021Tender Authority
North Eastern Indira Gandhi Regional Institute Of Health And Medical Sciences ViewPurchaser Address
-Website
http://http://neigrihms.gov.in/
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Documents
BOQ Items
Earthwork in excavation upto a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils (c) In soft or laminated rock or medium shale
27
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Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete (c) Stone soling of thickness 100mm
18
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Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately) (a) In prop. 1:3:6 (using mixture machine)
1.35
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Providing form work of ordinary timber planking of thickness not less than 25mm and removal of the same for concrete members so as to give a rough finish including centering, shuttering, strutting and propping etc., for height of propping and centering of supporting floor to the soffit of the concrete member not exceeding 4.0M as specified for the following items: (a) Foundation, footings, bases of column, pile cap, raft and mass concrete works etc
12
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Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurements for the same is required) a) From Primary Sources like TATA/ SAIL/ ESSAR/ JINDAL/ SHYAM/ RINL (i) TMT Corrosion resistant steel (CRS) reinforcement bar
6.01
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Providing and laying Concrete in Reinforced Cement Concrete Works using Concrete Mixture Machine with coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) 1. In Foundation and sub - structure including footing, columns with base, tie and plinth beam, pile cap, raft slab, base slab, RCC walls, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to Plinth Level.(Without using admixture, plasticiser) (c ) M25 grade concrete
4.41
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15 mm thick Cement plaster in single coat on rough side of single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed a) In cement mortar 1:3
40.84
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Steel work welded in built up sections, framed work including cutting, hoisting and fixing in positions and applying priming coat of red-lead paint including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed (b) In trusses and trussed purlins up to 25m span and 15m overall height
65.11
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Structural steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed. (a) In beams and joists fitted independently without connecting plates (c ) In M.S. angles, channels, Tees etc
11.89
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Providing and fixing M.S. tube hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer
2231.68
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Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using iron hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed Using TATA make Circular Hollow section of Grade YST-310 conforming to I.S. Specification : 1161-1998
3.7
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Earthwork in filling including necessary carriage, watering, ramming etc. Complete as directed and specified 1. Earth/ Sand filling in plinth in layers not exceeding 150mm thick (b) With available excavated earth including breaking of clods, consolidating each layer by ramming and watering with all lead and lifts
27
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Providing Pre Painted Galvanized Iron Sheet Roofing (PPGI) (Dyna roof / Sathyam/ Durakolor/ Century Wells/Prestar/Wonder Roof make or equivalent) at all levels including supplying, fitting and fixing with self drilling, self tapping screws complete. (Roof trusses, purlins etc. to be measured and paid separately.) (e) 0.60 mm thick
34.47
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Renewing G.I. Jam Nut complete including disposing the old un-serviceable materials as directed. (b) 20 mm dia
2245
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Providing fitting and fixing stainless steel chequered plate of size 2400 x 1200 x 3mm (Each sheet)
1729.44
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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M S tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M S tube, M S tube challis, M S clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workment etc., complete as per directions and approval of Engineer -in-charge. Note:- 1) The elevation area of the scaffolding shall be measured for payment purpose (2) The payment will be made once only for execution of all items for such works.
776
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Providing and applying two coats of fire retardant paint on clean wood / ply surface @ 3.5 sqm per litreper coat including preparation of base surface as per recommendations of manufacturer to make the surface fire retardant.
566.93
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Supplying, fitting & fixing fire resistant door frame conforming to IS:3614, tested and certified as per laboratory approved by Engineerin- charge, of section 143 x 57 mm having built in rebate made out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 120 minutes fire rated door shutters. The frame is fitted with intumescent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with back plate bracket and anchor fastener of approved size and make. Rubber door silencers should be provided on striking jamb. Supplying, fitting & fixing fire resistant Door leaf of 46 mm thick fully flush double skin glazed fire resistant door shutters with or without vision lite, of 120 minutes fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory approved by Engineer-in-charge, with suitable mounting on door frame, consisting of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made out of 18 SWG G.I. sheet (zinc coating not less than 120 gm/ m2) duly filled heat-resistant phenolic resin bonded insulation material (honeycomb craft) and fixing with necessary stainless steel ball bearing hinges of approved make. For pair of doors astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be provided as per manufacturer recommendation with a beeding and screw from inside. The glass should be 6mm clear borosilicate fire rated glass of relevant rating. All door and frames shall be finished with polyurethene aliphatic grade paint of approved colour including applying a coat of approved brand fire resistant primer. The door leaf and frame shall have passed minimum 250 hours of salt spray test. Rate should include supply and installation complete as per direction of Engineer in- charge. i) 2 hour Fire rated door single leaf of size (1200 mm x 2180 mm)
4
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