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Tender ID
Tender Value
₹72.7 L
EMD Value
₹1.5 L
Closing Date
24 Mar 2026, 5:00 pmClosed
Sekhar Nandal, Executive Engineer
Executive Engineer, GMDA, Infra-I, Gurugram
Providing and fixing of burjis (RCC pipe NP-2 pipe 200mm id) vertically in shape after excavation and filled with earth, CC work in foundation and top of pipe and providing two coats exterior acrylic emulsion paints on vertical RCC pipe pole from Sec
2026_HRY_508363_1
20269A73FF39 B704 4115 98A8 A3C0B18912B5720001
Open Tender
Civil Works
Works
1095 days
Gurugram
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹1.5 L
Yes
13 Mar 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
Printing of Department logo and name (GMDA) vertically on burjis both sides (500 x 150) using stentials with proper line and finish including the cost of stencils, painting, labour, carriage and all the works contigent there to as per entire satisfaction of Engineer-in –charge.
Providing and laying of Department name and logo (GMDA) round in shape (800 x 150) sq mm or 186 sq inch with line and finish including the cost Tape, Printing , labor, carriage and all the works contingent there to as per entire satisfaction of Engineer-in –charge.
Providing and laying of reflective tape color : yellow, red, white width : 50mm waterproof : yes Brand: 3M,H2saftey,Pioneer or any other reputed brand as per entire satisfaction of engineer in charge.
Demarcation of the Right of Way ROW through DGPS or total station including all labor, transport and required machinery and all the works contingent there to, as per entire satisfaction of engineer in charge.
Providing and fixing RCC NP2 pipe vertically marked with IS : 458-1988 i.e. Burji for demarcation of Right of Way(ROW), including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the entire satisfaction to the Engineer - in -charge.
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[1.LB008] LB008. Beldar [Rate]
[1.PM017] PM017. Hire and running charges of crane 20 tonne capacity [Rate]
[1.PM029] PM029. Hire and running charges of crane up to 40 tonne capacity [Rate]
[11.71.1]Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : 1. Two or more coats on new work [Through Rate]
[14.51.1]Hire charges for Hydraulic excavator/Loader like JCB/Pock lain, Hitachi etc with all accessories having bucket capacity 1. Hire Charges forJCB with bucket capacity of 0.4 cum [Through rate]
[34.35]Flexible Median Marker Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79 :2019. [Through Rate]
[4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
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Additional Documents • 0.28 MB
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