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Providing Flexible Pavement For Approach Road With Paver Block, A Control Unit Room For Chimney Monitoring And A Ground Sump Cum Overhead Tank Of Capacity 12Kl For Bio-Medical Waste Treatment Plant, Rims, Imphal. Providing Flexible Pavement For Appr, As Per Tender Document-Manipur

Institute Of Medical Sciences-IOMS has published Providing Flexible Pavement For Approach Road With Paver Block, A Control Unit Room For Chimney Monitoring And A Ground Sump Cum Overhead Tank Of Capacity 12Kl For Bio-Medical Waste Treatment Plant, Rims, Imphal. Providing Flexible Pavement For Appr. Submission Date for this Tender is 06-08-2021. Road Work Tenders in As Per Tender Document Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

28662548
Providing Flexible Pavement For Approach Road With Paver Block, A Control Unit Room For Chimney Monitoring And A Ground Sump Cum Overhead Tank Of Capacity 12Kl For Bio-Medical Waste Treatment Plant, Rims, Imphal. Providing Flexible Pavement For Appr
Open Tender
Indian
Manipur
As Per Tender Document
06-08-2021

Tender Details

Providing Flexible Pavement For Approach Road With Paver Block, A Control Unit Room For Chimney Monitoring And A Ground Sump Cum Overhead Tank Of Capacity 12Kl For Bio-Medical Waste Treatment Plant, Rims, Imphal. Providing Flexible Pavement For Approach Road With Paver Block, A Control Unit Room For Chimney Monitoring And A Ground Sump Cum Overhead Tank Of Capacity 12Kl For Bio-Medical Waste Treatment Plant, Rims, Imphal.

Key Value

Document Fees
INR 500 /-
EMD
INR 76248.0 /-
Tender Value
INR 38.21 Lakhs /-

BOQ Items

Name of Work:
Sl. No. Item Description
1Earth 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
2Hard/Dense Soil.
3Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres
4a)Loose/soft soil
5Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
6Filling in plinth with sandy soil under floors including watering, ramming, consolidation and dressing complete.
7Dry boulder pitching in floor
8Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering
9i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
10ii) 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
11Providing 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 :
121:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
13Reinforced 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 :
141:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
15Reinforced 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
161:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
17Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
18Thermo-Mechanically Treated bars
19Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in : [Using 12 mm shuttering ply]
20a) Foundation, footings, bases of columns etc. and mass concrete.
21b) Columns, pillars, posts and struts (square, rectangular or polygon in plan).
22c) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth.
23d) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like
24e) Flat surface such as suspended floor, roofs landings and the like floors etc. upto 200 mm in thickness
252nd class (local first class) brick work in foundation and plinth in c. m. 1 : 3 (1 cem : 3 fine sand).
26Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.
27Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having
28flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
2912.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I
30Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
31Size of Tile 600x600 mm (Double charged)
32Branded
33Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.
34Size of Tile 600x600 mm (Double charged)
35Branded
3612 mm cement plaster 1:3 (1cement: 3 fine sand)
37Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
38Applying one coat of cement primer of approved quality on wall surface.
39Painting on wall with (two coats) of plastic emulsion paint of approved quality in all shades on new work to give an even shade.
40Finishing walls weather shield paint of approved quality on new work(three or more coats) to give even shade.
41Providing 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)
42Providing and laying 80 mm thick factory made cement concrete interlocking paver block (Rubber Moulded) of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of the Engineer-in-charge.
43Providing and fixing aluminium works for doors windows, Ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up gaps at junctions, at top, bottom and side with required EPDM rubber/Neoprene gasket etc. Aluminium snap beading for glazing /panelling, C.P. brass/ Stainless steel screws, all complete as per architectural drawing and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately):
44For shutters of doors, windows & ventilators including, providing and fixing hinges/ pivots and making provision for fixing of fitting wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately).
45Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15)
46Poviding and fixing glazing in aluminium door, windows, ventilator shutters and partitions etc. with EPDM rudder/neoprene gasket etc. complete as per the architectural drawing and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item):
47With float glass panes of 4mm thick
48Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade 1 Type II in panelling fixed in aluminium doors, windows shutters and partition frames with C.P brass/stainless steel screws etc. complete as par architectural drawing and directions of engineer-in-charge.
49Pre-laminated particle board with decorative lamination on both
50Providing and fixing Aluminium sliding bolts bright finished or black enamelled with nuts & screws etc. complete.
51i)300 x 16 mm
52Providing & fixing Aluminium handles with necessary screws etc. complete.
53i) 125 mm
54Providing & fixing bright finished steel 100 mm door mortice latch & lock & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality).
55Providing & fixing Aluminium Tower bolts (barrel type) with screws etc. complete.
56250 x 10 mm
57Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315 , having brand logo embossed on the body/ plate with double spring mechanism and door weight upto 125 kg, for doors including cost of cutting floors ,embeding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-Charge.
58Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete.
59Electric resistant welded tube (Conforming to IS:1611-1979)
60Trapzoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlins & trusses.
61Pre painted Galvalume Sheet (PPGL)
62i) Profile sheet 0.50 mm/4.2 kgs/sqm
63Painting in kerbs in black and yellow alternate bands complete as per drawing and technical specifications.
64Providing and fixing Water Storage Tanks with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level.
651000 litres net capacity storage tanks
66Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
6725 mm nominal outer dia Pipes
6832 mm nominal outer dia Pipes
6940 mm nominal outer dia Pipes
70Providing and fixing brass stop cock of approved quality.
7125 mm nominal outer dia Pipes
7240 mm nominal outer dia Pipes
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