Tender For Repair Of Damaged Indo-Bangladesh Border Fence In Aor Of Bop Adharghat And Bop Omkhawa Of 2 Bn Bsf Under Shq Bsf Jowai, Meghalaya Ftr
Tender Value
38.58 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
25 days left
EMD
77171
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
East Khasi Hills → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Of Damaged Indo-Bangladesh Border Fence In Aor Of Bop Adharghat And Bop Omkhawa Of 2 Bn Bsf Under Shq Bsf Jowai, Meghalaya Ftr
BOQ
| Sl. No. | Item Description |
| 1 | Earth 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 5 | Add Modified Estimated Cost after using correction factor on DSR 2023 on account of GST @ 0.973 on Total (i.e SL No. 01 to 04) Rs. 9,66,429/- |
| 6 | Add cost Index @34.58% on Rs. 940335.00 |
| 7 | Providing and Fixing Circular Hollow Section (CHS) post having external dia of 76.10 mm (±1%), thickness 3.60 mm (±10%) medium grade and having weight 6.42 kg / metre (±8%) with Hot dipped galvanised zinc (Zn) coating of minimum 360 GSM (inside plus outside) as per IS 2629/ASTM A123 / IS 4736 and thermoplast coating of minimum 400 microns (DFT) of specified colour (RAL 6005), total length of post 3.40 mtr provided at 2.50 mtr center to center, yard handling & stacking, hoisting and transportation of CHS post from factory to working site, embedding of the same upto 700 mm in cement concrete block of required size with M-60 grade cementious grout (non-shrink) in line, level & alignment as per drawing and as directed by Engineer-in-Charge. |
| 8 | Providing and Fixing Straining Y-arms, for supporting concertina coil and for straining Razor wire by providing & employing six nos. SS -316 Eye bolts (M 8 x 100) with breakable head safety nuts & rod as shown in drawing , having weight 4.00 kg (±8%) each as per specified drawing , made up of MS angle 50 x 50 x 5 mm, one arm length 510 mm, welding as mention in drawing with 120 degree of angle of Y, with Hot dipped galvanised zinc (Zn) coating of minimum 360 GSM as per IS 2629/IS 4759/ASTM A123 and thermoplast coating of minimum 400 microns (DFT) of specified colour (RAL 6005) fitted to CHS posts with proper sleeve caps (cap of 63.0 mm outer dia for straining Y arms being provided at every 30 metre C/C or as per site requirement as decided by Engineer-in-Charge and fixing arrangement of caps with two numbers SS-316 mushroom head bolts with breakable head safety nuts (M 8 x 120) to be provided as per attached drawings) made of 3.0 mm thick 63.0 mm OD 100 mm long MS tube welded to 90 mm dia 4 mm thick circular plate and with Hot dipped galvanised zinc (Zn) coating of minimum 360 GSM as per IS 2629/IS 4759/IS4736/ASTM A123 and thermoplast coating of minimum 400 microns (DFT) of specified colour, yard handling & stacking, hoisting and transportation of Straining Y-arms from factory to working site etc. all complete as shown in drawing and as per direction of Engineer-in-Charge. |
| 9 | Providing and Fixing intermediate Y-arms for supporting concertina coil as specified in drawing , made up of MS angle 50x50x5 mm as per IS 1852 one arm length 510 mm, welded as mention in drawing with 120 degreee of angle of Y, with a support MS strip of 25mm x 5 mm (galvanised as per IS 4759), with Hot dipped galvanised zinc (Zn) coating of minimum 360 GSM as per IS 2629/IS 4759/ASTM A123 and thermoplast coating of minimum 400 microns (DFT) of specified colour (RAL 6005) fitted to CHS posts with proper sleeve caps {cap of 90 mm outer dia, 85 mm inner dia & 45 mm long. Intermediate Y arms will be provided at every post except the posts with straining Y-arm and fixing arrangement of caps with two numbers SS-316 mushroom head bolts with breakable head safty nuts (M 8X120 ) to be provided as per attached drawings} made of 4.00 mm thick MS strip and with Hot dipped galvanised zinc (Zn) coating of minimum 360 GSM as per IS 2629/IS 4759/ASTM A123 and thermoplast coating of minimum 400 microns (DFT) of specified colour. Weight of Y arm shall be 4.00 Kg (±8%) each, yard handling & stacking, hoisting and transportation of Straining Y-arms from factory to working site etc. all complete as per mention in drawing and as per direction of Engineer-in-Charge. |
| 10 | Providing and Fixing High security weld mesh panel, wire mesh panel size 2667x955mm , weight 24.3 kg (±5%) of each panel having Mesh wire diameter 4.00 mm (± 0.05 mm), Mesh size 76.2mm (± 3.0 mm) x 12.7 mm (± 2.0 mm) (W x H) (tolerance of ±2 mm) with Hot dipped galvanised zinc (Zn) coating of minimum 100 GSM as per IS 2629/ASTM A123/IS 4826/EN 10244-2 & minimum 300 microns (DFT) of thermoplast coating of specified colour, reinforced by means of 2 nos. V - shapes bend in horizontal direction of the each panel of size as shown in the drawing, including overlapping of panel (75 mm over lap in horizontal direction and 167 mm overlap in vertical directions) including fixing with 7 nos. OMEGA clamps of size 178 mm x 35 mm x 3 mm and profile plates of size of 178 mm x 50.20 mm x 3.0 mm using two numbers SS-316 mushroom head bolts (M 8x35/50) with breakable head safty nuts and washers for fixing the mesh to the CHS post and fixing of mesh panels with each other at overlap location with IP Binder of size 160 mm x 25 mm x 3.00 mm with two slots with Hot dipped galvanised zinc (Zn) coating of minimum 360 GSM as per IS 2629/ASTM A123/IS 4759 and minimum 400 microns (DFT) of thermoplast coating including yard handling & stacking, hoisting and transportation of the same from factory to working site etc. all complete as per mention in drawing, as per manufacturer's specifications and as per direction of Engineer-in-Charge. (Cost of providing and fixing of OMEGA clamp with profile plates and its nut / bolts / washer etc. shall be paid seperatly & measurement shall be done for finished item of work). |
| 11 | Providing and Fixing OMEGA clamp of size 178 mm x 35 mm x 3 mm and profile plate of size of 178 mm x 50.20 mm x 3 mm of shapes as per manufacturer's specifications and attached drawings made with M.S. sheet/plate/flat and Hot dipped galvanised zinc (Zn) coating of minimum 360 GSM as per IS 2629/IS 4759/ASTM A123 and thermoplast coating of minimum 400 microns (DFT) of specified colour (RAL 6005) using two numbers SS-316 mushroom head bolts with breakable head safty nuts (M 8X60/80 mm ) as per IS 8535-1987 and washers for fixing the mesh to the CHS post including yard handling & stacking, hoisting and transportation of the same from factory to working site etc. all complete as per mention in drawing, as per manufacturer's specifications and as per direction of Engineer-in-Charge. |
| 12 | Providing and Fixing 6 nos Razor wire of SS-316 Tear Blade profile (3 nos fixed to each arm of Straining & intermediate Y-arms using accessories as per manufacturer's specifications) having SS Tear (TBBT) blade(SS 316) of length of 30 mm, thickness 0.45 mm (±0.02 mm) width 16 mm (±0.05 mm), C/ C distance of blades as 50 mm & core wire diameter 3.50 mm (±0.05 mm) having tensile strength of 1400-1500 N per Sq.mm. (length of each wire will be measured for payment) |
| 13 | Providing and Fixing punched type Razor wire coil of dia 850 mm (± 50 mm) and dia of wire not less than 3.50 mm (± 0.05 mm) of SS-316 comfirming to IS-6911/1992 having 56 loops of coil when not stretched with SS Tear (TBBT) blade(SS 316) of length of 30 mm, thickness 0.45 mm (±0.02 mm) width 16 mm (±0.05 mm), C/ C distance of blades as 50 mm . The weight of razor wire coil should not be less than 20.01 kg (± 5 %) per coil. The razor wire coil to be fixed with hog ring of SS-316 dia 3 mm using minimum (8000 nos. per Km.) (weight of Hog Ring shall be 0.005 Kg (±8%) each).tied to angle iron, all complete as per direction of Engineer-in-charge. Stretchable length of coil is 10 mtr and tensile strength of wire varies from 1400-1500 N/Sqmm. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysNov 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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