2 Propanol 45 gm 1 Propanol 30 gm Ethyl Hexadecyl dimethyl Ammonium, Cervical Collar Size XL Soft, Compression Stocking 4 Layer Bandaging System, Compression Varicose Vein Stockings Class 1 Below Knee Size Small, ECG paper Z folding ****, Pen For Insulin Catridge, Spacer for Inhaler, Varicose vein stockings Size L, Varicose vein stockings Size M, X Ray Developer Manual KIT, X Ray Film High Speed 10X8, X Ray Film High Speed ****, X Ray Film High Speed 15 x 12, X Ray Film High Speed ****, X Ray Fixer Manual
Repair, Maintenance, and Installation of Plant/Systems/Equipments ( Version 2) - Office Space; repair of drill ground with stone filling and layering of bitumen area covered approx **** sqft; Service Provider
Customised table top for coffee or tea kettle microwave induction cook top size 5 ft 3ft with multi drawers for storage of utensils, fabrication of customised wall mounted storage space 6ft x 1. 5ft with 2 stacks for crockery and other utensils with 2 stacks for crockery, customised wall mounted display case of 6ft x 1. 5ft of three stacks with glass enclosures with locking arrangement, customised 2mm thick blackout double layered zebra blinds with open or shut mechanism, wall paneling wit charcoal or pvc p
Public Works Department- Ce/ Se/ M2- M23- Ee/ M233
Public Space Improvement
Beautification of Baba Lal Dayal round about at Link Road under sub divn. - 1, SRD Project Division- 2, New Delhi, dg 2025- 26.
beautification of baba lal dayal round about at link road under sub divn. 1, srd project division2, new delhi, dg 202526. 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 upto 1. 5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m 2. filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 3. precasting and placing in position 125 mm dia bollards 600 mm high of required shape including providing m. s. pipe sleeve 50 mm dia 300 mm long in the bollard and m. s. pipes 40 mm dia and 450 mm long with **** mm m. s. plate welded at bottom and embedded 150 mm in cement concrete 1: 3: 6 1 cement : 3 coarse sand
AI helper
The tender is for the beautification of Baba Lal Dayal Roundabout at Link Road. The last date for online submission of bids is **** up to 3:00 PM. The work includes excavation, concrete work, brickwork, stone work, flooring, plastering, demolishing, kerb laying, manhole construction, and pipe laying. The estimated cost is Rs. 90,70,222. 00. The contractor must provide a detailed construction program within 21 days after the award of work. The contractor must also provide all necessary safety equipment and ensure the safety of workers. The contractor is responsible for the security of the site and must maintain it in good order. The contractor must also comply with all environmental regulations and take precautions to prevent pollution. The contractor must also provide a performance guarantee of 5% of the tendered cost.
The work completion period is 60 days. period of completion 60 days
Bidders who fulfil the following requirements initial eligibility criteria shall be eligible to apply. bidders who fulfil the following requirements initial eligibility criteria shall be eligible to apply.
The contractor is advised to get acquainted with the proposed work and its site. he contractors are advised to get acquainted with the proposed work and its site
The estimated cost of the work is Rs. 90,70,**** cost rs. 90, 70, 222
Construction of open Community hall at Indira Colony of Fatikroy GP under Fatikroy Assembly Constituency.
construction of open community hall at indira colony of fatikroy gp under fatikroy assembly **** excavating, supplying and filling of local earth including royalty by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 2. 16 filling available excavated earth excluding rock in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift upto 1. 5 m. 3. 17 excavating, supplying and filling of local earth including royalty by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 4. 19 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level: 5. 1: 5: 10 1 cement: 5 f
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