Tender For Provision Of Security Wall And Chain Link Fencing At Agartala Under Ge Silchar
Tender Value
12.66 Crore
Estimated cost
Bid Submission
24 Oct 2026
10 days left
EMD
9.58 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Security Wall And Chain Link Fencing At Agartala Under Ge Silchar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Oct-2026 | Corrigendum No. 01 | Date | 24-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Site clearance in soft / loose soil complete all as specified anf directed. |
| 2 | Excavation over area not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. |
| 3 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering. ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5 m high from base complete all as specified and as directed. |
| 4 | Excavation in trenches not exceeding 1.50 m wide for foundations or for shafts, wells, cesspits, manholes, pier holes etc. not exceeding 10 Sqm on plan and not exceeding 1.50 m in depth and getting out in soft/loose soil complete all as specified and directed |
| 5 | Excavating in post holes (or similar holes) each n exc 0.5 Cum in any type of soil and getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed, |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm as in soft/loose soil complete all as specified and directed. |
| 7 | Removing excavated material (soil) not exceeding 50 m and depositing where directed at a level n. exc. 1.50 m above the starting point complete all as specified and directed. |
| 8 | Removing excavated soil exc. 250 m but n exc. 500 m and depositing where directed complete all as specified and directed. |
| 9 | M&L for hard core gauge not exceeding 63mm in size of broken stone or boulders, deposited spread and levelled in layers not exceeding 15cm thickness watered and rammed to a true surfaces complete all as specified and directed. |
| 10 | S&F PVC (SWR), 75 mm dia, single socketed, in any length with rubber ring joints lain in trenches or in floors fixed to wall as spout pipe and weep holes complete all as specified and directed. |
| 11 | Plain Cement Concrete (1:4:8) type D2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed |
| 12 | Plain Cement Concrete (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed |
| 13 | M&L for RCC M-25 Design Mix using 20 mm graded crushed stone aggregate in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc basement slabs,under-reamed piles and mass concrete complete all as specified and directed. |
| 14 | M&L for formwork to sides on concrete foundation, footings, beams, bases of columns flat for rough finish complete all as specified and directed. |
| 15 | M&L for RCC M-25 Design Mix using 20 mm graded crushed stone aggregate in columns, pillars,piers,posts and struts etc complete all as specified and directed. |
| 16 | M&L for formwork to sides of rectangular pillar, posts, struts, piers, column and stanchion flat rough finished surface of concrete complete all as specified and directed. |
| 17 | M&L for Reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in beams , cantilevers, bressummers, lintel over 1.5 m span complete all as specified and directed. |
| 18 | Use and waste formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams etc for rough finished surface of concrete flat complete all as specified and directed. |
| 19 | M&L for reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in walls, retaining walls, basement walls, ballast walls above top of footings including attached pillasters and ballusters complete all as specified and directed. |
| 20 | Use and waste for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses vertical or to batter complete all as specified and directed. |
| 21 | Reinforced Cement Concrete M-25 (Design mix) (using 20 mm graded stone aggregate) as in slabs supported on walls, beams and Columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 22 | Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick for rough finished complete all as specified.and directed. |
| 23 | S&F High strength steel deformed TMT bars (Fe 500D) 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 24 | S&F High strength steel deformed TMT bars (Fe 500D) 5 mm dia and over up to and including 10 mm dia in stirrups , spacer and binder, cut to length, bent to shape required, including cranking, bending spirally including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 25 | M&L for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:4) complete all as specified and directed. |
| 26 | M&L for rendering 15 mm thick in Cement Mortar (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 27 | M&L for rendering 15 mm thick in Cement Mortar (1:6) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 28 | M&L for preparation of new plastered surfaces of wall and applying two coats of cement base paint and a coat alkali resistant primer complete all speciified and directed |
| 29 | M&L for preparing surfaces of plastered or unplastered new surfaces finishing with Acrylic Smooth exterior paint of required shade by applying two or more coats @ 1.67 ltr/10 sqm over and including a priming coat of exterior primer applied @ 2.20 kg/10 sqm complete all as specified and directed. |
| 30 | M&L for preparation of new plastered surfaces of wall and applying three coats of white wash complete all speciified and directed |
| 31 | M&L for Plain Cement Concrete (1:2:4) type B1 using 20 mm graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, coping, kneelers, apex stones, bed plates, kerbs, water trough including formwork and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 32 | M&L for broken glass coping on top of wall 20 mm thick Cement mortar (1:3) including necessary form work complete all as specified and directed. |
| 33 | M&L for 12.50 mm thick synthetic fibre core two component insulation board joint by IsoFIBTEC PFT at expansion joint fixed with screws complete all as specified and directed. |
| 34 | S&F rolled mild steel section Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) confirming to Fe 410-0 W (Gde E 250),quality 'A' complete all as specified and directed. |
| 35 | M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed. |
| 36 | M&L for preparation of steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 37 | M&L for preparation of steel and iron surfaces of any description not exceeding 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 38 | M&L for preparation of steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of black bituminous paint over a coat of red oxide primer complete all as specified and directed. |
| 39 | S&F galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed. |
| 40 | S&F 800 mm dia rust proof concertina coil, super razor punched barb tape (SRBT) Aluminium base ZAL helix coil with and including necessary GI fixing clips for securing with floowing specifications:(i) Dia of coil (when unstreched) - 800 mm(ii) No of circles - 50 turns per coil.(iii) Weight of each coil with hessian pack 12.00 Kg ( + 0.5 ).(iv) Coverage :07 Circles per RM.(v) Central core wire - Made from 2.60 mm dia Heavy Duty Spring Steel wire as per IS-4454, Part-1, Grade -SM having heavy coating of minimum 260 gsm.(vi) Razor punched strip - Razor punched tape is steel comprising of Aluminium base with zinc alloy @ 150 gm/Sqm conforming to ASTM A-792/A-792M, Barb tape Length -23.50 mm, Barb width -18.60 mm, Barb spacing - 36.00 mm, Centre width - 7.40 mm.(vii) UTS : 1670 - 1880 N/Sqmm conforming to IS-4454, Grade - SM.Note :- Sample of materials shall be got tested from NABL accredated lab and frequency of test shall be according to relevant IS Code in addition to manufacturers test certificates and NABL test certificate shall be submitted by the contractor. |
| 41 | Mild Steel angle posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets(for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 290 (Gde E-165) complete all as specified and directed. |
| 42 | Supply only mild steel round bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 43 | S&F mild steel screw bolts 5 to 10 mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt not exceeding 5 cm complete all as specified and directed |
| 44 | M&L for welding of nuts at bolt end not exceeding 2.5 cm in length and not exceeding 6 mm in thickness of metal to be welded complete all as specified and directed. |
| 45 | Supply only chain link fencing confirming to IS :2721-2003, made of 4.00 mm dia Heavy Zinc Coated galvanised wire of 280 gsm and 75mm ( + 4 mm ) mesh size. The mesh wire of the fabric shall be manufactured from galvanised steel wire confirming to IS 280:2006 having zinc coating of type heavy as laid down in IS 4826, Hot dipped galvanised coatings by hot dipping process and Zinc Coating of 280 GSM (Min). Tensile strength of wire shall be with in 400 to 550 MPa confirming to IS 1608. The wire shall be free from the scale, irregularities imperfections, flaws, split and other defects. Zinc ccoating shall be smooth, even and bright. The minimum weight shall not be less than 3.00 Kg per Sqm. Note The actual weight shall be ascertained by the BOO to be convened by GE. All arrangements in this regard shall be made by the contractor without any extra cost to the department. |
| 46 | Fixing only chain link fencing including line wires, any mesh size and type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 daysOct 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender