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Tender For Providing And Fixing Boundary/ Fencing At Latok Bop, East Sikkim-Sikkim

Indo Tibetan Border Police Force-ITBP has published Tender For Providing And Fixing Boundary/ Fencing At Latok Bop. Submission Date for this Tender is 20-05-2024. Wire Fencing Tenders in East Sikkim Sikkim. Bidders can get complete Tender details and download the document.




Tender Notice

43322079
Tender For Providing And Fixing Boundary/ Fencing At Latok Bop
Open Tender
Indian
Sikkim
East Sikkim
20-05-2024

Tender Documents

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✓ Publication Document
(Tender Document / Tender Notice )

Tender Details

Providing And Fixing Boundary/ Fencing At Latok Bop

Key Value

Document Fees
Refer document
EMD
INR 126500.0 /-
Tender Value
INR 63.24 Lakhs /-

Attachment

FileName File Description File Size
d6162f1e-2adb-4c92-b9ed-0c19bb9b86bf.html Tender Notice 0 KB
BOQ_847314.xls Tender Document 0 KB
tenderformboundarylatok.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work: Providing and fixing of boundary/ fencing at BOP Latok of 13th Bn ITBP.
Sl. No. Item Description
1Excavation work by mechanical means (Hydraulic Excavator) / Manual means in foundation trenches or drain not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upt 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock
2Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 ,
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
4Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
5Centering and shuttering including strutting, propping etc. and removal of form for : Columns pillars
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
7Providing 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 : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
8Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
9Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1012 mm cement plasterof mix : 1:6 (1 cement : 6 fine sand)
11Applying priming coat : With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
12Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
13Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
14Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rateincludes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
15Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer in- charge Extruded section profile size 48x40 mm
16Providing and fixing to existing door frames. 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with6 mm galvanised M.S. rod and fastened with nuts and The shutter frame filled with a uPVC multi-chambered singleshutter styles by means of plastic/ galvanised M.S. "U" cleats.100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the lock rail made up of "H" section, a uPVC hollow section of sizeinbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles ofthe shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The panel of size not less than 620 mm, having over all thicknessof 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontallywashers, complete as per manufacturer"s specification and direction of Engineer-in-charge.
17Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250 x16 mm
18Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 200x10mm
19Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 100 mm
20Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 Engineerin- 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.
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