Agriculture Government Departments Closing in 15 days TDR #57761415

Tender For Construction Of A Modernised Additional Godown Of 3400 Capacity With Electrical Installation At Namakkal Warehouse Complex.

Issued by Government Departments · Namakkal, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Oct 2026
15 days left
EMD
2.19 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Namakkal → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of A Modernised Additional Godown Of 3400 Capacity With Electrical Installation At Namakkal Warehouse Complex.

BOQ

Name of Work:- CONSTRUCTION OF A MODERNISED ADDITIONAL GODOWN OF 3400 CAPACITY WITH ELECTRICAL INSTALLATION AT NAMAKKAL WAREHOUSE COMPLEX.
Sl. No. Item Description
1Clearing Scrub Jungle with as per standard specifications.
2Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers.
3Supplying and filling in foundation, basement, etc with filling Stone Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
4Supply and filling in foundation and basement with Red Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
5Providing, laying spreading and compacting graded stone aggregates to Wet mix macadam with specified thickness specification including premixing the materials with water at OMC mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.., complete.
6Plain Cement Concrete 1:5:10 using 40mm gauge hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and consolidated with standard specification.
7Providing Power Trowel for flooring in Godown and Verandah complying with standard specifications
8Supplying 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.
9For column footings, column pedestals, plinth beams, grade beams,etc
10For plane surfaces such as Lintle , roof beam, roof slab etc.
11For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.
12Reinforced Cement Concrete 1:1.5:3 (One Cement, One and half M.Sand and three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) etc., complete complying with standard specification and as directed by the departmental officers.
13Foundation and Basement
14In Ground Floor up to 4.50m
15In Ground Floor above 4.50m
16Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire)
17Brick work in Cement Mortar 1:5 (one of cement and five of M.Sand)using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9\\" x 4-3/8\\" x 2-3/4\\" including curing, etc., complete complying with standard specifiction.
18Super Structure in Ground Floor
19Super Structure in Ground Floor above 4.50 m
20Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12 mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc. complete complying with standard specification and as directed by the departmental officers.
21Special 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 Plastering Sand) 10mm thick including mortar plasticizer at 200ml per 50Kg of cement used , hacking the surfaces and curing, etc., in all floors complying with standard specification and as directed by the departmental officers.
22Painting New Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over one coat emulsion priming coat in all floors including the cost of primer after thorough scrapping etc., complete complying with standard specification and as directed by the departmental officers.(The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
23Supplying and fixing Mild Steel Air inlet windows in position of size 1.22M x 0.60M with 40x40x6mm angle frame divide two part and protected with grills made up of 12mm square M.S. bars welded to form squares at 7.5 cm centres fixed in the middle and providing with weld mesh 25mm x 25mm, 10 gauge on the outside and provided with four long glazed shutters using 20x20x3mm thick frame with using 4mm thick glasses including 50mm x 6mm x 250mm long M.S. holdfasts 2 Nos. 4 Nos. oxidized steel tower – bolts 10mm long, 8 Nos. oxidized steel hinges 75mm and screws with one coat of Red oxide primer etc., complete.
24Supplying and fixing Mild Steel Swing and Fixed Ventilators in one frame in position of size 1.52M x 0.60M with 40x40x6mm angle frame (glazed) and one third part is swing ventilator at the centre portion of the ventilator with 2 nos of 16mm dia MS roound bars and fixed with wiremesh fixing with necessary weldings on the outer face etc., The frames to be provided with two numbers hold fast 230mmlong and the central hung glazed shutter with 14 OZ glazed panel and providing rings, hooks, 10mm rope etc., complete and painting the ventilator with one coat of redoxide primer confirming to standard specification and as directedetc., complete.
25Suplying and fixing ( under lintel grove ) cold rolled Rolling Shutters of approved quality of 18 guage 7.5cm wide cold rolled lathe section in one piece inter locked together with specially desinged pipe shaft with adquate number of high tensile steel wire springs of approved quality complete with brackets side guides and arrangements for inside and outside locking arrangements with push and pull operations and pulling back handle with all accessories in best workmanship and the entire shutter painted with one coat of redoxide primer and clear opening of 1.8m width, 2.60m height. The rolling shutter shall be provided with one pair of approved quality of ball bearing complete. Rolling shutter should confirm to I.S. 6248-1979 and should be got approved by the Construction Engineer before fixing. ( This specification consists of the following component materials required for erection of rolling shutter. 1) 18G 3\\" lathe section 1.90m long -- 29 nos. 2) 10G guide channel 2.6m long - 2 Nos. 3) 13G bottom plate for 1.80m long with angle. 4) M.S. Pipe 40mm dia 'C' class - 2m long. 5) 10SWG side plate 13\\"x12\\" - 2 Nos. 6) 2 SWG spring 3\\" bore 7) 'U' Clamp. 8) Ball bearing suitable for 2 1/2\\" pipe .
26Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)
27Fabricating and supply to the Warehouse Godown including assembling and ereting at site angular structures of 21.80m single spanc/c at 4.65m (2x9=18+1 nos) or main godown of size 83.70mx21.80c/c and 2.80m single span at 4.65m c/c and verandah trusses. The cantilever trusses of size 2.80m, 19nos will be provided for the full length of the side platform and 8nos on the rear side for the Rolling shutter openings only. The wind brasings are to be provided in the rolling shutter opening bae as per the drawings. This includes the cost of trusses, rafters, purlins, sleeves, false rafter, base plates, laying and wastage @ 2.50% including and bracings, galvanised iron (ie) below the trusses including two coats of enamel paint over one coat of yellow oxide anti corrosive primer complete as per the instructions of Engineer Incharge (There is no truss over the Gable walls and cross walls). The works shall be completed as per the specifications and drawings laid down in the department ISI code of design. The trusses shall be fabricated by the contractor at his own cost exactly as per the drawing of Godown etc.., complete.
28Providing and fixing colour coated galvalume profile sheets (Make- TATA/JSW) with the depth of 30 mm and pitch of corrugation 200 mm (Colour and shape of profile as approved by the Engineer-in-charge), 0.47 mm (TCT) total coated thickness (tolerance as per relevant IS code), material yield strength 550 MPa, galvalume AZ-150 GSM (both side inclusive) with regular modified polyester paint and coating of 20-25 micron RMP on exposed surface including primer and 7-10 micron epoxy coating on unexposed surface including primer. The sheet should be supplied in single length as shown in drawing or as desired by Engineer in charge and shall be fixed using stainless steel Hex cap headed self drilling/ tapping stainless steel screws M6, 65 mm long with 3 mm thick EPDM seal and Stainless steel stitching screw of size 19x2.5 mm excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. All screw should be sealed with silicon sealant.
29Supplying and fixing corrugated PolyCarbonate Sheet of 6mm thick with size 3mx1.06m on the roof in between the colour coated Galvolume sheets for proper lighting with necessary screws and EPDM rubber washers, etc. as complete Complying with standard specification and as directed and specified by the departmental officers.
30Supplying and fixing in position 100 x 50 x 7.5 mm @ 9.4kg. channel for the face of RAT GUARD EDGING slab with MS bolts 16mm dia 45 cm long at 2m centres forming protection to the loading platform finishing in fllush with the slab with CM 1:3 ( One cement and three sand ) etc., complete including painting the exposed surface of MS channel with one coat of red oxide primer.
31Providing expansion joint at 5mtr intervals across the platform by cutting 6mm wide and full depth of concrete by contractors own mechanical means and filling the gap with polysulphide sealent and adding admixtures recron 3s for crack free construction at the rate of 125gms pack per 50kg of cement with all lead, lift and other incidental works etc., Complete and as directed by Engineer-incharge.
32Preparation of stack plan by using one coat of primer and two coats of enamel paint of width 100mm including cleaning the surface, marking, tape fixing, all labour charges, all material cost and all other incidential expenses etc.,
33Providing anchorage arrangements to the ridge sheet using eith M.S Flat of Size 40mm x 6mm including cost of Materials such as MS Flat, Self threaded screws with bushes, Labour Charges cutting, drilling and fixing in position including two coats of synthetic enamel paint over one coat of red oxide primer etc., Complete Complying with Standard Specifications.
34ELECTRICALWiring with 2 x 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor cable of 1100V grade in suitable heavy gauge MS conduit pipe on wall and ceiling with MS accessories with switch box with 5A FT switch inflush with wall and covered with hylum sheet of 3mm thick with painting of suitable colour with continuous earth wire connection of 1.5 sq.mm copper wire for light point / fan point (for electronic regulator)
35Supply and run of 2 of 2.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable gauge MS conduit pipe on wall and ceiling with continuous earth wire connection of 2.5 sq.mm copper wire with painting of suitable colour
36Supply and run of 2 of 4 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade in suitable gauge MS conduit pipe on wall and ceiling with continuous earth wire connection of 4 sq.mm copper wire with painting of suitable colour
37Supply and fixing of 5A / 15A 3 pin combined flush type wall socket with 15A flush type switch concealed in suitable MS box in flush with wall and covered with 3mm thick hylem sheet
38Supply and fixing of 3Ø 63A fabricated enclosure MCB Double door DB box of 600 x 800 x 300 with Lock & Key arrangements fixed in a suitable angle iron frame contains 3 Nos 63A 500V Fuse carriers with Netural link, 1No 63A TPN switch disconnector Fuse units in sheet steel enclosure with HRC Fuses Double break (Front Handle) and 3Nos 63A Phase selector of 1 Pole 3 Way with OFF with Indicator at incoming, 4Nos 32A DP MCB, 1No of 32A FP MCB, Neutral link, Earth link as outgoing. The panel with one coat of primary and 2 coat of enameled paint accompany with Wooden plank, interconnected with 7/20 PVC copper wire, 25x3mm copper flat with earth connections etc complete.
39Supply and fixing of 1Ø 32 A incoming enclosure MCB DB boxand outgoing 16Amp Fabricated DB enclosure box of size 600 x 400 x 200 mm with door, Lock & key conisiting of Single Phase Energy Meter, 1No 32A DP Isolator , 7Nos 16A DP MCB, Neutral link, Earth link fixed in suitable Angle iron frame work interconnection with one coat of primary and 2 coat of enameled paint, 2.5 sq.mm PVC Copper wire and earth connection etc. complete.
40Earthing as per the ISI specification with an earth electrode of 2.1Mtr class ‘B’ GI pipe of dia not less than 40mm, with copper plate of size 125mm×50mm×6mm, with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry.
41Supply and Run of 1 of No.8 SWG copper wire in suitable PVC rigid pipe on wall / floor / ground for earth connection
42Supply and fixing of TNEB meter board suitable for 3 phase 63A service connection made up of suitable angle iron frame work of size 2 feet x 1-1/2 feet using angle iron of size 1-1/2\\" x 1-1/2\\" x 1/4\\" rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos. 63A fuse units (500V), 1 No. neutral link, copper earth flat of size 1\\" x 1/4\\" with inter connection of EB meter to fuse units by 16 Sq.mm PVC insulated copper wire with 1 No 63 Amp 30 MA Four Pole RCD / RCCB (Higher End) with suitable necessary connection with earth connection complete.
43Supply and clamping of 3½×25 Sq.mm PVC LTUG cable on wall or on post with MS clamps.
44Supply and laying of 3½×25 sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75metre putting 0.15mt. Layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good
45Supply and laying of 65mm dai GI Pipe for Road Crossing for proctection of UG Cable
46Supply and fixing of brass cable gland for 3½×25 sq.mm PVC armoured LTUG cable with earth connection
47Supply and providing cable end termination of3½×25 sq.mm PVC LTUG Aluminium armoured cable with necessary aluminium cable sockets by crimping etc. with electrical connection complete.
48Supply and fixing of single Box type 4 feet 20W LED Tube light fitting complete with TW round blocks on wall or ceiling with LED tube light with PVC unsheathed Copper leads to the fitting. (Phillips/ Crompton/ Havels)
49Supply and fixing of 30W LED street light fitting with LED (Higher end) with 25 mm dia. GI pipe (class B) with 1 no. 25 mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting.
50Sub total
51GST in 18% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57761415
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 15-10-2026
Authority
Authority Name Tamilnadu Warehousing Corporation
Work Description Tender for Construction Of A Modernised Additional Godown Of 3400 Capacity With Electrical Installation At Namakkal Warehouse Complex.
Basic Detail
Tender No Rc. No. 2921 / 2026 / C2
Bidding Type Tender
Location
City Namakkal
State Tamil Nadu
Key Dates
Publish Date 29 Sep 2026
Submission Date 15 Oct 2026
Open Date 16 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 2.19 Lakhs
Exemption Not Available
Document List
bb85f53a-93b8-4074-b42f-e01637a83b8d.html
BOQ_851889.xls
NAMAKKAL_LSDOCUMENT.pdf
Namakka_Plan.pdf
Tendernotice_1 (22).pdf

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Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 15 days
Oct 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

Download All (ZIP) ↓
html

bb85f53a-93b8-4074-b42f-e01637a83b8d.html

xls

BOQ_851889.xls

pdf

NAMAKKAL_LSDOCUMENT.pdf

pdf

Namakka_Plan.pdf

pdf

Tendernotice_1 (22).pdf

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