Housing Urban and Rular Development Government Departments Closing in 7 days TDR #58026001

Tender For Special Repairs To Sanitary Arrangements, Waiting Area, Painting And Providing Public Toilet For One Stop Centre In Upgraded Primary Health Centre At Pogalur Coimbatore District.

Issued by Government Departments · Coimbatore, Tamil Nadu
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Oct 2026
7 days left
EMD
6900
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Special Repairs To Sanitary Arrangements, Waiting Area, Painting And Providing Public Toilet For One Stop Centre In Upgraded Primary Health Centre At Pogalur Coimbatore District.

BOQ

Name of Work:- SPECIAL REPAIRS TO SANITARY ARRANGEMENTS, WAITING AREA, PAINTING AND PROVIDING PUBLIC TOILET FOR ONE STOP CENTRE IN UPGRADED PRIMARY HEALTH CENTRE AT POGALUR COIMBATORE DISTRICT.
Sl. No. Item Description
1Dismantling clearing away the damaged BRICK WORK IN CEMENT MORTAR and carefully stacking materials useful for reuse etc, as directed by the departmental officers as per standard specification
2Dismantling clearing away the damaged Floor finish and dadooing walls in cement mortar with mosaic tiles / glazed tiles / cuddapah slabs and carefully stacking materials useful for reuse etc, as directed by the departmental officers as per standard specification
3Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
4EARTH WORK OPEN EXCAVATION by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
5PLAIN CEMENT CONCRETE 1:5:10 (One cement, five M - sand and ten aggregate) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers.
6Supplying and filling in foundation, basement, etc with filling crushed stone sand 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.
7Supply and filling in foundation and basement with Gravel with Lead in 5Km 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.
8Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.
9Construction BRICKWORK in cement mortar 1:5 (One cement and five M - sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge.
10FOR FOUNDATION AND BASEMENT.
11FOR SUPERSTRUCTURE IN GROUND FLOOR.
12DRY BRICK WORK for CESSPOOL using Cost of Fly ash Brick of size 230x110x70mmwith class designation of 7.5 including finishing etc., complete complying with standard specifications.
13Supplying 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, Sill slabs 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 with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm 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).
14Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
15Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).
16Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, 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 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 crushed stone 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 standards. (No separate payment will be made by the Department for the excess usage of materials).
17FOR FOUNDATION AND BASEMENT.
18FOR SUPERSTRUCTURE IN GROUND FLOOR.
19Supplying, 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)
20FOR FOUNDATION AND BASEMENT.
21FOR SUPERSTRUCTURE IN GROUND FLOOR.
22Supplying , fixing and roofing with colour galvalume sheet of 0.47mm thick with all necessary accessories such as J/U bolt and nuts of suitable length with suitable bitumen washers complete complying with standard specification and as directed by the departmental officers.
23Supplying. Fabricating and fixing of M S GRILL for open court yard grill, grill work to doors, windows and ventilators with required size and angles including with necessary M.S. Channels, ' L ' angles, M.S. Plate as per the approved special designed including cost of materials and labour charges for cutting angle, welding charges including cost of welding rod conveyance charges at site of work including cost of one coat of red oxide primer etc., complete and as directed by the departmental officers.
24PLAIN CEMENT CONCRETE 1:5:10 (One cement, five M - sand and ten aggregate) using Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, 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
25PLAIN CEMENT CONCRETE 1:2:4 (One cement, two M - sand and four aggregate) using 20 mm gauge hand broken hard granite stone jelly for WEARING COAT including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification.
26Supplying and fixing in position of Solid PVC DOOR SHUTTERS using 19 gauge 19mm MS Sq. tubes for styles and outer frames. 15 mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The overall size of styles shall be 50 x 30 mm.The overall size of top rail, lock rail and bottom rail shall be 75 x 30 mmThe overall size of frames sshall be 50 x 45 mm, with suitable rabate for housing the shutter. etc., complete as directed by the departmental officers. SOLID PANEL PVC DOOR WITH FRAME.
27Manufacturing, supplying and fixing in positon of RCC Jally of 5cm thick in cement concrete 1:2:4 using 20mm machine crushed stone jelly (excluding cost of reinforcement steel) including cost of mould, finishing, curing, lifting, fixing in position etc., complete complying with standard specification and as directed by the departmental officers.
28Flooring with ceramic tiles of size 305 X 305 X 6mm and variety conforming to IS 15622 laid over cement mortar bed of 20 mm thick in cement mortar 1:3 (One Cement and Three crushed stone Sand) with required Cement Slurry and Mortar Plasticizer including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
29Dadooing walls with following best approved quality, colour glazed tiles conforming to IS 15622 of size 300 X 450 X 8mm in Cement Mortar 1:2 (One Cement and Two crushed stone sand),10 thick with Mortar Plasticizer and pointing the joints with Water Resistant Tile Epoxy Grout at the rate of 0.27 Kg. / sq.m. neatly in all floors, curing, etc., complete complying with standard specification and as directed by the departmental officers.(The make and brand of the tiles should be got approved by Executive Engineer before use on works)
30Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete
31Supplying and fixing in position of Solid PVC DOOR SHUTTERS using 19 gauge 19mm MS Sq. tubes for styles and outer frames. 15 mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The overall size of styles shall be 50 x 30 mm.The overall size of top rail, lock rail and bottom rail shall be 75 x 30 mmThe overall size of frames sshall be 50 x 45 mm, with suitable rabate for housing the shutter. etc., complete as directed by the departmental officers. PVC Sliding Door with Roller
32Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm 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.
33Supplying and fixing in position white glazed European Water Closet of best quality and approved make with 100 mm \\"P\\" or \\"S\\" trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15mm brass connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe including cost of 600mm length of 110mm dia PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition etc. complete complying with standard specifications. (The EWC and flushing tank wiht all accessories should be got approved by the Executive Enginer before use on works)
34Renewing and fixing the 15mm diametre C.P. SCREW DOWN TAP of approved quality and good variety as confirming with ISI specification and quality including cost of shellac,thread ball etc.,including cost of cutting and threading wherever necessary etc., complete complying with standard specification as directed by the departmental officers.
35Painting two coats of new plastered wall surface with ready mixed Plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
36Painting old Plastered Wall Surface with Two finishing coats of ready mixed (Emulsion) of approved quality and colour over the existing wall 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.)
37Painting the new wall two coats with approved weather proof Exterior Emulsion paint over one primer coat on new cement plastered wall surface ect., complete complying with standard specification and as directed by the departmental officers.
38Painting Old 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 in iron 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.)
39Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply Below ground level.
4032mm diametre UPVC Pipe
41Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply Above ground level.
4232mm diametre UPVC Pipe
4325mm diametre UPVC Pipe
44Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50 kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - Internal water supply above ground level.
4520mm diametre UPVC Pipe
46Supplying UPVC Specials in water supply arrangements (both in internal and external water supply arrangements complete complying as directed by the department officers as per standard specification.Note:- Since the labour for cutting, threading / pasting, sundries have already been included under pipe line item of works, no separte provision for fixing UPVC specials needs to be allowed.
4732mm diametre U.P.V.C UNION.
4825mm diametre U.P.V.C UNION.
4920mm diametre U.P.V.C UNION.
5032mm diametre U.P.V.C ELBOW
5125mm diametre U.P.V.C ELBOW
5220mm diametre U.P.V.C ELBOW
5332mm diametre U.P.V.C TEE.
5425mm diametre U.P.V.C TEE.
5520mm diametre U.P.V.C TEE.
5632 X 25mm diametre UPVC REDUCER.
5725 X 20mm diametre UPVC REDUCER.
5820 X 15mm diametre UPVC REDUCER.
5925mm diametre U.P.V.C HEX NIPPLE
60Supplying and fixing of size 25mm new GUN METAL GATE (HEAVY TYPE) of approved quality and good variety excluding the fixing charges but including necessary cutting and threading of G.I. pipes for jointing the G.I. specials and providing two coats of painting with good quality and approved variety of anti-corrosive paint over a coat of red oxide primer coat in the case of pipe line above ground level and one coat of tarring in the case of pipe line below ground level etc., complete.
61Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with \\"P\\" or \\"S\\" trap conforming to BIS with crushed stone sandcushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two crushed stone sandand Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (including the cost of 110mm dia PVC pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers. (The water closet should be got approved by the Executive Engineer before use on works).
62Supplying and fixing in position best quality P.V.C. SOIL / WASTE PIPES of following sizes having I.S.I mark and providing leak proof joints including fixing to walls with Specials / PVC /MS. clamps etc., and making connection to all sanitary fittings,dismantling the masonry / RCC works wherever necessary and making good the dismantled portion to original condition etc., complete complying with standard specification.[The PVC pipe should be got approved by the Executive Engineer before use on works.]
6375 mm diametre PVC SOIL PIPE [ 6Kg / Cm2]
64110 mm diametre PVC SOIL PIPE [ 6Kg / Cm2]
65Supplying and fixing in position PVC specials of the following dia and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works).
66110 mm diametre PVC PLAIN ELBOW.
6775 mm diametre PVC PLAIN ELBOW.
6875 mm diametre PVC TEE.
69Supplying and filling of 40mm gauge metal in DISPERSION TRENCH etc., complete complying with standard specification and as directed by the departmental officers.
70Supplying and filling of 20mm gauge metal in DISPERSION TRENCH etc., complete complying with standard specification and as directed by the departmental officers.
71Construction of inspection chamber of clear size 0.45 X 0.45m including earth work excavation, CC 1:5:10 of 10cm thick and Fly Ash brick work in cement mortar 1:5 [one cement and five M - sand] using best quality of Fly Ash bricks of size 23 X 11X 7cm with plastering with cement mortar 1:3 [one cement and three P - sand] 12mm thick to inner and outer sides and wearing coat 1:3:6 [one cement, three M - sand and six aggregate] 15cm thick and covered with precast slab 5cm thick etc., complete complying as directed by the departmental officers as per standard specification.
72Manufacturing, supplying fixing of RCC PRECAST RING of 1.20m diametre of slab 0.30m height in cement concrete 1:2:4(One cement, two M - sand and four aggregate) using 20mm gauge hard broken granite stone metal including cost of moulding and including cost of reinforcement of 10 to 6mm dia rod at 15cm centre to centre in both direction and plastering the top side with cement mortar 1:3(One cement and three P - sand) 6mm thick including finishing and curing etc., including cost of materials, conveyance at site of works, loading and unloading and fixing in position with all necessary accessories etc., complete complying with standard specification as directed by the departmental officers. [ The materials should be got approved by the departmental officers before execution].
73Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of 50mm thickness in RCC 1:2:4 (one cement, two crushed stone sand and four aggregates), using 20mm HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed by the departmental officers.
74Renewing the damaged Trap with new C.I. Nahani Trap of size 100 X 75mm with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of crushed stone sandand five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works)
75Supplying and fixing in position best quality and approved make Indian made white glazed earthernware wash hand basin of size 550 x 400mm (without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia \\"B\\" class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works).
76GST 18% (CGST AT 9% + SGST AT 9%) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58026001
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 28-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Special Repairs To Sanitary Arrangements, Waiting Area, Painting And Providing Public Toilet For One Stop Centre In Upgraded Primary Health Centre At Pogalur Coimbatore District.
Basic Detail
Tender No 10/08N/CBE-DVN /2026-27
Bidding Type Tender
Location
City Coimbatore
State Tamil Nadu
Key Dates
Publish Date 14 Oct 2026
Submission Date 28 Oct 2026
Open Date 29 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 6900
Exemption Not Available
Document List
BOQ_857732.xls
d9cc3fd1-3bc2-49ca-8130-5246461d23a5.html
TenderDocument.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Oct 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

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