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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹56.1 LAccepted-AOC BALBEHRA VILLAGE BALBEHRA TEHSIL GUHLA KAITHAL 132027 | 132027 | 1 | Accepted-AOC AOC | |
| 2 | 2₹56.4 L+₹23,808 (0.42%)Rejected-Finance VILLAGE DUMERKHA KALAN POST OFFICE DUMERKHA KALAN TEHSIL UCHANA DISTRICT JIND 126115 HARYANA | DUMERKHA KALAN | JIND | HARYANA | 126115 | 2 | Rejected-Finance 2 | |
| 3 | 3₹56.6 L+₹42,196 (0.75%)Rejected-Finance PLOT NO 172 22 GALI NO 09 GANDHI NAGAR GURGAON 122001 | GURGAON | GURUGRAM | HARYANA | 122001 | 3 | Rejected-Finance 3 |
| Sl No | Description | Qty | Unit | Mukesh Kumar Contractor L1 | DHEERAJ ENTERPRISES L2 | Fortune Enterprises L3 |
|---|---|---|---|---|---|---|
| 2.00Providing and fixing of 9 Mtr long Mini High mast at Zone 1 and Zone 4 under limit of Municipal Corporation Gurugram. | ||||||
| 3.00 | Providing trench less boring below existing road / pavement including laying of 65 mm dia GI pipe B class required to complete the job in all respect | 100 | Metre | 680 ₹68,000 | 50 ₹5,000 Lowest | 50 ₹5,000 Lowest |
| 4.00 | Restoring the road cut, in level with the existing road surface, including preparation of subgrade laying and relaying of soiling and laying and consolidation of wearing coats to water bound macadam specification and laying 20mm thick premix carpet, on top including cost of tack and sealcoat complete in all respects... | 100 | Sqm | 264 ₹26,400 | 50 ₹5,000 Lowest | 50 ₹5,000 Lowest |
| 5.00 | Providing trench less cuttting by Hydraulic Drilling Device boring/ Manual OR through some suitable alternate method with insertion of HDPE Pipe including supply, Delivery of HDPE pipe at work site and laying of 50mm internal diameter HDPE pipe inside road for road corssing of cable by Hydraulic Drilling Device without opening of the road top surface, laid at a depth of at least 900mm below the road surface from the feeding point to the feeder pillar box in median (OR) from feeder pillar to respective street light pole including cost of all accessories for road crossing for laying of cables.. | 300 | Metre | 312 ₹93,600 | 50 ₹15,000 Lowest | 50 ₹15,000 Lowest |
| 6.00 | Digging of pucca road in required width for laying of cable/pipe complete in all respect upto the entire satisfaction of Engineer-in-charge.. | 100 | cum | 216 ₹21,600 | 50 ₹5,000 Lowest | 50 ₹5,000 Lowest |
| 7.00 | Supply and Erection of Timer Contractor, DP, MCB mounted on Bakelite sheet and Installed in water proof CRCA Sheet 18 SWG duly painted with powder coated paint Box of Size 12``x15``x5`` duly lockable including Input and Out Put Connectors Bakelite/Porclein of 63A Rating and neccessary service cable up to 10 mtr complete with internal copper wiring and installing the same on pole/pedestal with suitable means at height desired by Engineer in charge to aviod theft upto entire satisfication of engineer incharge with following specification. Timer :-Quartz Analog 24 Hour Operation (G.E/LandT/Siemens/Indoasian/CandS) Contractor :- 3Pole 32A, 415Volt. (Schnider/LandT/Siemens/Indoasian/CandS) DPMCB :- 40A 2pole. (G.E/LandT/Siemens/Schnider/CandS).. | 30 | Each | 5,925 ₹1,77,750 Lowest | 6,000 ₹1,80,000 | 6,000 ₹1,80,000 |
| 8.00 | Operation and Maintenance of 1and2 year free of cost | 1 | Each | 1 ₹1 Lowest | 1 ₹1 Lowest | 1 ₹1 Lowest |
| 9.00 | Supply and eraction of 9 meter long high mast IS, 2062 E250A single saction 3mm thick sheet GI sheet, top dia 150mm bottom dia 360mm hot dip galvanized thickness of galvanized 70 micron as per IS 2629 opening door at base 900x305mm closed, fitting, door with ALLEN KEY thickness and diameter of base plate 25 mm, 520mm, (O.D) IS 2062 E250A size of anchor plate and thickness 3 mm with uniform PCD of 460mm (IS 2062 E250A, no of arm 6nos. double drum type, permanent oil bath lubrication arrangment, 500kg loading capacity still core , 3 plus 2 nos. ropes , braking capicity load 1750 kg for core PVC insulatted 2.5 squre mm coper wire with 6nos foundation bolts length 850mm dia meter 24mm input supply 3 phase 415 balts and motor required as per capicity and Supply and erection of RCC foundation 1.5.3 of size 0.7 M x 0.7M × 1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200 mm C.C. for fixing the High Mast with all labour and material required of complete in all respect ( design of high mast, bracket, light fiting as per attached drawing ) | 25 | Each | 1,08,776 ₹27,19,400 Lowest | 1,36,000 ₹34,00,000 | 1,36,500 ₹34,12,500 |
| 10.00 | Operation and Maintenance of 3rd Year @ 6% of Capital Cost... | 1 | Each | 2,98,038 ₹2,98,038 | 10,000 ₹10,000 Lowest | 10,000 ₹10,000 Lowest |
| 11.00 | Operation and Maintenance of 4th Year @ 7% of Capital Cost.. | 1 | Each | 3,47,712 ₹3,47,712 | 15,000 ₹15,000 Lowest | 15,000 ₹15,000 Lowest |
Tender Value
₹71.1 L
EMD Value
₹1.4 L
Closing Date
23 Dec 2025, 12:00 pmClosed
SACHIN YADAV
Municipal Corporation Gurugram
Providing and fixing of 9 Mtr long Mini High mast at Zone 1 and Zone 4 under limit of Municipal Corporation Gurugram.
2025_HRY_489753_1
202586FB44D7 61E6 4D68 8DF0 B2893478B1A2285ULB
Open Tender
Civil Works
Works
90 days
Gurugram
Providing and fixing of 9 Mtr long Mini High mast at Zone 1 and Zone 4 under limit of Municipal Corporation Gurugram.
2 documents required · 2 mandatory
₹5,000
Yes
₹1.4 L
Yes
21 Jan 2026
12 Dec 2025
23 Dec 2025
12 Dec 2025
23 Dec 2025
12 Dec 2025
Providing and fixing of 9 Mtr long Mini High mast at Zone 1 and Zone 4 under limit of Municipal Corporation Gurugram.
Providing trench less boring below existing road / pavement including laying of 65 mm dia GI pipe B class required to complete the job in all respect
Restoring the road cut, in level with the existing road surface, including preparation of subgrade laying and relaying of soiling and laying and consolidation of wearing coats to water bound macadam specification and laying 20mm thick premix carpet, on top including cost of tack and sealcoat complete in all respects...
Providing trench less cuttting by Hydraulic Drilling Device boring/ Manual OR through some suitable alternate method with insertion of HDPE Pipe including supply, Delivery of HDPE pipe at work site and laying of 50mm internal diameter HDPE pipe inside road for road corssing of cable by Hydraulic Drilling Device without opening of the road top surface, laid at a depth of at least 900mm below the road surface from the feeding point to the feeder pillar box in median (OR) from feeder pillar to respective street light pole including cost of all accessories for road crossing for laying of cables..
Digging of pucca road in required width for laying of cable/pipe complete in all respect upto the entire satisfaction of Engineer-in-charge..
Supply and Erection of Timer Contractor, DP, MCB mounted on Bakelite sheet and Installed in water proof CRCA Sheet 18 SWG duly painted with powder coated paint Box of Size 12``x15``x5`` duly lockable including Input and Out Put Connectors Bakelite/Porclein of 63A Rating and neccessary service cable up to 10 mtr complete with internal copper wiring and installing the same on pole/pedestal with suitable means at height desired by Engineer in charge to aviod theft upto entire satisfication of engineer incharge with following specification. Timer :-Quartz Analog 24 Hour Operation (G.E/LandT/Siemens/Indoasian/CandS) Contractor :- 3Pole 32A, 415Volt. (Schnider/LandT/Siemens/Indoasian/CandS) DPMCB :- 40A 2pole. (G.E/LandT/Siemens/Schnider/CandS)..
Operation and Maintenance of 1and2 year free of cost
Supply and eraction of 9 meter long high mast IS, 2062 E250A single saction 3mm thick sheet GI sheet, top dia 150mm bottom dia 360mm hot dip galvanized thickness of galvanized 70 micron as per IS 2629 opening door at base 900x305mm closed, fitting, door with ALLEN KEY thickness and diameter of base plate 25 mm, 520mm, (O.D) IS 2062 E250A size of anchor plate and thickness 3 mm with uniform PCD of 460mm (IS 2062 E250A, no of arm 6nos. double drum type, permanent oil bath lubrication arrangment, 500kg loading capacity still core , 3 plus 2 nos. ropes , braking capicity load 1750 kg for core PVC insulatted 2.5 squre mm coper wire with 6nos foundation bolts length 850mm dia meter 24mm input supply 3 phase 415 balts and motor required as per capicity and Supply and erection of RCC foundation 1.5.3 of size 0.7 M x 0.7M × 1.8 M with minimum 8 Nos. 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200 mm C.C. for fixing the High Mast with all labour and material required of complete in all respect ( design of high mast, bracket, light fiting as per attached drawing )
Operation and Maintenance of 3rd Year @ 6% of Capital Cost...
Operation and Maintenance of 4th Year @ 7% of Capital Cost..
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Providing and fixing of 9 Mtr long Mini High mast at Zone 1 and Zone 4 under limit of Municipal Corporation Gurugram.
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