Tender For E-Tender For Providing Chain Link Fence And Security Cabin In Kanadukathan Airstrip , Karaikudi Taluk, Sivagangai District
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Oct 2026
13 days left
EMD
1.74 Lakhs
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
Sivaganga → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for E-Tender For Providing Chain Link Fence And Security Cabin In Kanadukathan Airstrip , Karaikudi Taluk, Sivagangai District
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork |
| 2 | ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) |
| 3 | For Footing (1200mm x 1200mm) |
| 4 | Sand Filling |
| 5 | Supplying and filling of M-Sand by lorry in basement filling including conveyance loading and unloading charges and all other incidential charges filling laying watering and consolidation etc., complete as directed by the Dept., Officers with standard specification. |
| 6 | For Footing (1200mm x 1200mm) |
| 7 | Plain cement concrete 1:5:10 (One Cement, five sand and ten aggregate) using 40mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) |
| 8 | For Footing |
| 9 | RCC Work |
| 10 | Providing and laying in position, Standardised Concrete Mix M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/mᶾ and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers.The coarse and fine aggregates to be used should comply with the requirements of IS |
| 11 | Upto GL |
| 12 | Steel Centering |
| 13 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) |
| 14 | Upto GL |
| 15 | Above GL |
| 16 | Steel Reinforcement |
| 17 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 18 | Steel Qty |
| 19 | Brick Work (230mm THK) Fly Ash Brick |
| 20 | Brick work in 1:6 Cement Mortar using Fly Ash Bricks of 230 x 110 x 75mm size conforming to IS: 12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing, etc., complete complying with standard specifiction. |
| 21 | Exterior Plaster Work |
| 22 | Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick with Plasticizer in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. |
| 23 | Ceiling Plaster Work |
| 24 | Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10 mm thick with Plasticizer including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying |
| 25 | Ceiling of cabin Room |
| 26 | Paint |
| 27 | Painting two coats of newly plastered exterior wall surface with ready-mixed exterior plastic emulsion paint of first-class quality and approved shade over a priming coat, including thorough scraping, cleaning to remove dirt, and applying plaster of Paris (POP) putty wherever required, etc., complete as per standard specifications. (The make and brand of the paint should be got approved by TIDCO Officials before use on works). |
| 28 | watch room |
| 29 | Granolithic Finish |
| 30 | Granolithic floor finish of 20mm thickness with finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by thedepartmental officers) |
| 31 | Granolithic floor finish 20 mm Thick for Pump Room and Watch Room |
| 32 | Wood Work in Door Frame |
| 33 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). |
| 34 | Kiln seasoned and chemically treated hollock wood |
| 35 | Door D1 |
| 36 | Door Shutter 35mm Thick |
| 37 | Fixing door shutters for Medium Density Fibre board of exterior grade, Both side Pre laminated including external lipping with Kiln dried soft wood of 35mm thick conforming to IS 12406 / 1989 with necessary adhesive and C.P. screws, including fixing of aldrops, tower bolts, hinges and lock strike plates, putty, fevical, varnish for |
| 38 | Kiln seasoned and chemically treated hollock wood |
| 39 | Door D1 |
| 40 | Two Track Sliding Window: |
| 41 | Pre-Painted Galvanized Iron Two Track Sliding Window:Providing and fixing pre-painted two track, two panel sliding system fabricated from roll formed sections made of galvanized steel powder coated (Base steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with zinc of 120 grams / sqm.) with total coated thickness of 0.58mm.Paint specification: Coated sections should be with primer coat of epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thickand back coated with alkyd backer of 5-7 microns. |
| 42 | Windows for Pump Room & Watch Room |
| 43 | Window W1 |
| 44 | Chain linking fencing above the runway |
| 45 | supply fabrication and fixing of GI chain link fencing of size 2” x 2” using 8 Gauge Galvanised Iron Wire (of all sizes) including 3 nos of 25 x 5mm Flat with top,Middle, bottom and tie along the GI pipe erected at interval of 4m using - 3.0m length pipe with 2.4m height of chain link fencing, 0.5m under the Ground ht including providing neceesary strutting at 50m interval and at neceesary salient corners and incliding one coat of primer two coats of enamel painting etc complete. Includes Earthwork, Filling, Concrete all necessary as per site conditions. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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