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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance C 6 5 RATAN TOWER FIRST FLOOR YOJNA 06 JAGRAITI VIHAR OPP MEDICAL COLLEAGE GARH ROAD MEERUT U P 250004 MEERUT UTTAR PRADESH 250004 | MEERUT | UTTAR PRADESH | 250004 | L1 | Admitted-Finance | |
| 2 | L2₹5.0 Cr+₹4.6 L (0.93%)Admitted-Finance 101 1 10 68 4 PLOT NO 52 SRINIVASA NILAYAM CHIKOTI GARDENS BEGUMPET HYDERABAD TELANGANA 500016 | MEDCHAL MALKAJGIRI | TELANGANA | 500016 | L2 | Admitted-Finance | |
| 3 | L3₹5.2 Cr+₹25.6 L (5.15%)Admitted-Finance 2277 RAJA PARK RANI BAGH RANI BAGH NORTH WEST DELHI DELHI 110034 | NORTH WEST DELHI | DELHI | 110034 | L3 | Admitted-Finance | |
| 4 | L4₹5.3 Cr+₹32.7 L (6.58%)Admitted-Finance ROSEWOOD CITY UNIT 424 EROS CITY SQUARE SECTOR 49 | GURUGRAM | GURUGRAM | HARYANA | 122018 | L4 | Admitted-Finance | |
| 5 | L5₹5.8 Cr+₹79.7 L (16.0%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Great SportsTech Limited L2 | Gallant Sports and Infra Private Limited L4 | ASEL ARS SPORTS PRIVATE LIMITED L1 | Michezo Sports Infrastructure Private Limited L5 | ADVANCED SPORT TECHNOLOGIES LLP L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish as per direction of Engineer-In-Charge. | 9,390 | SqM | 4.76 ₹44,696.4 Lowest | 10 ₹93,900 | 12 ₹1,12,680 | 95 ₹8,92,050 | 15 ₹1,40,850 |
| 2.00 | EXCAVATION :- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means (exceeding 30 cm in depth, 1.5 m in width) including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-In-Charge. | 380 | CuM | 285.71 ₹1,08,569.8 | 250 ₹95,000 | 200 ₹76,000 Lowest | 354 ₹1,34,520 | 220 ₹83,600 |
| 3.00 | EXCAVATION (FOUNDATION) :- Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 30 cm in depth), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-In Charge. | 120 | CuM | 342.86 ₹41,143.2 | 320 ₹38,400 | 250 ₹30,000 | 413 ₹49,560 | 200 ₹24,000 Lowest |
| 4.00 | BACKFILLING-EXCAVATED EARTH :- 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 as per direction of Engineer-In-Charge. | 378 | CuM | 228.57 ₹86,399.46 | 230 ₹86,940 | 160 ₹60,480 Lowest | 649 ₹2,45,322 | 190 ₹71,820 |
| 5.00 | BACKFILLING -GOOD EARTH:-Supplying and consolidating of earth free from weeds, roots, pebbles and other foreign material including royalty and carriage and filling the earth wherever required in layers not exceeding 20cm in depth, consolidating each deposited layers using power road roller of min 8 Ton capacity including density testing of soil as per specifications complete as directed by Engineer-Incharge (only consolidated fill shall be paid). | 8,696 | CuM | 666.67 ₹57,97,362.32 | 885 ₹76,95,960 | 350 ₹30,43,600 Lowest | 649 ₹56,43,704 | 400 ₹34,78,400 |
| 6.00 | Providing and laying as per the standard procedure, polypropylene fiber Geotextile separation barrier of min.200 GSM, complete as per manufactures specification and directions of EIC.
No Separate payment for overlap is payble and overlapping will be done as per standard practices. | 8,220 | SQM | 85.71 ₹7,04,536.2 | 45 ₹3,69,900 Lowest | 70 ₹5,75,400 | 118 ₹9,69,960 | 80 ₹6,57,600 |
| 7.00 | Providing, fixing and laying 100mm internal diameter perforated CPVC pipe (pressure >=10 kg/cm2) , including jointing,perforation & providing end caps, as per directions of Engineer-in-charge. | 1,330 | Meter | 984.13 ₹13,08,892.9 | 400 ₹5,32,000 Lowest | 700 ₹9,31,000 | 826 ₹10,98,580 | 1,200 ₹15,96,000 |
| 8.00Supplying, filling and compacting stone aggregates of following sizes: Only compacted volume is taken for payment purpose. | ||||||||
| 8.10 | 40mm nominal size | 862 | CuM | 3,466.67 ₹29,88,269.54 | 2,400 ₹20,68,800 | 2,700 ₹23,27,400 | 3,304 ₹28,48,048 | 1,550 ₹13,36,100 Lowest |
| 8.20 | 20mm nominal size | 371 | CuM | 3,466.67 ₹12,86,134.57 | 2,450 ₹9,08,950 | 2,750 ₹10,20,250 | 3,422 ₹12,69,562 | 1,750 ₹6,49,250 Lowest |
Tender Value
₹6.2 Cr
EMD Value
₹12.4 L
Closing Date
7 Sept 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Construction Engineer
GHAVP Site
Construction of Artificial Synthetic Turf Football Ground with FIFA certification at Govt. College, Bhuna, Dist. Fatehabad
2026_NPCIL_287668_1
NPCIL/GHAVP/CTC/2026/PT-302
Open Tender
Civil Works
Item Rate
365 days
Govt college Bhuna Distt Fatehabad haryana
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹12.4 L
CTC office, GHAVP Site
22 Oct 2026
17 Aug 2026
9 Sept 2026
17 Aug 2026
7 Sept 2026
27 Aug 2026
17 Aug 2026 - 24 Aug 2026
25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish as per direction of Engineer-In-Charge. | 9,390 | SqM | - | - |
| 2 | EXCAVATION :- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means (exceeding 30 cm in depth, 1.5 m in width) including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-In-Charge. | 380 | CuM | - | - |
| 3 | EXCAVATION (FOUNDATION) :- Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 30 cm in depth), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-In Charge. | 120 | CuM | - | - |
| 4 | BACKFILLING-EXCAVATED EARTH :- 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 as per direction of Engineer-In-Charge. | 378 | CuM | - | - |
| 5 | BACKFILLING -GOOD EARTH:-Supplying and consolidating of earth free from weeds, roots, pebbles and other foreign material including royalty and carriage and filling the earth wherever required in layers not exceeding 20cm in depth, consolidating each deposited layers using power road roller of min 8 Ton capacity including density testing of soil as per specifications complete as directed by Engineer-Incharge (only consolidated fill shall be paid). | 8,696 | CuM | - | - |
| 6 | Providing and laying as per the standard procedure, polypropylene fiber Geotextile separation barrier of min.200 GSM, complete as per manufactures specification and directions of EIC.
No Separate payment for overlap is payble and overlapping will be done as per standard practices. | 8,220 | SQM | - | - |
| 7 | Providing, fixing and laying 100mm internal diameter perforated CPVC pipe (pressure >=10 kg/cm2) , including jointing,perforation & providing end caps, as per directions of Engineer-in-charge. | 1,330 | Meter | - | - |
| 8Supplying, filling and compacting stone aggregates of following sizes: Only compacted volume is taken for payment purpose. | |||||
| 8.1 | 40mm nominal size | 862 | CuM | - | - |
| 0.9 | 20mm nominal size | 371 | CuM | - | - |
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