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Tender For Construction Of Out House And Repairing Of Existing Pond At Deputy Director Quarter (Type-6 Quarter No.1), Rims, Imphal, Imphal West-Manipur

Institute Of Medical Sciences-IOMS has published Tender For Construction Of Out House And Repairing Of Existing Pond At Deputy Director Quarter (Type-6 Quarter No.1), Rims, Imphal. Submission Date for this Tender is 19-10-2023. Building Work Tenders in Imphal West Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

39933694
Tender For Construction Of Out House And Repairing Of Existing Pond At Deputy Director Quarter (Type-6 Quarter No.1), Rims, Imphal
Open Tender
Indian
Manipur
Imphal West
19-10-2023

Tender Details

Construction Of Out House And Repairing Of Existing Pond At Deputy Director Quarter (Type-6 Quarter No.1), Rims, Imphal

Key Value

Document Fees
INR 500 /-
EMD
INR 42277.0 /-
Tender Value
INR 2.11 Lakhs /-

BOQ Items

Name of Work:
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2All kinds of soil.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering
4-All work upto plinth level
51:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
6Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.
7Thermo-Mechanically Treated bars
8Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
91:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
10Centering and shuttering including strutting, propping etc. and removal of form for:
11Foundations, footings, bases of columns, etc. for mass concrete.
12Lintels, beams, plinth beams, girders, bressumers and cantilevers.
13Filling 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
14Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete
15Electric resistance or induction butt welded tubes.
16Supplying and filling in plinth with sandy soil under floors including, watering,ramming consolidating and dressing complete.
17Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with
18Precoated galvanised iron profile sheets 0.50 mm thick
19Providing and laying Ceramic glazed floor tiles 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours , shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4(1 Cement: 4 Coarse sand) including pointing the joints with white cement and matching pigments etc., complete.
20Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
21Half brick masonry with Ist class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
22Cement mortar 1 : 3 (1 cement : 3 coarse sand)
2312 mm cement plaster of mix
241:4 (1 cement : 4 fine sand)
25Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
26Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface
27Water thinnable cement primer
28Finishing walls with Acrylic Smooth exterior paint of required shade
29New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
30Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete
31Gutter (600 mm over all girth)
32Precoated galvanised iron profile sheets 0.50 mm thick
33Providing 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.
34External work
35100mm nominal outer dia Pipes
36Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in superstructure above plinth level upto floor V level in all shapes and sizes in
37Cement mortar 1:4 (1 cement: 4 coarse sand)
38Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering
39-All work upto plinth level
401:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
411:2:4 ( 1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
42Centering and shuttering including strutting, propping etc. and removal of form for:
43Foundations, footings, bases of columns, etc. for mass concrete.
4412 mm cement plaster of mix
451:4 (1 cement : 4 fine sand)
46Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
47Brick on edge flooring with bricks of Ist class on a bed of 12mm cement mortar including filling the joints with the same mortar with common burnt clay non modular bricks:
481:4 (1 cement: 4 coarse sand)
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