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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.8 CrAdmitted-Finance | ₹35.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹42.2 CrAdmitted-Finance 103 RAJ AVENUE DAULAT NAGAR ROAD NO 7 BORIVALI EAST MUMBAI | MUMBAI | MAHARASHTRA | ₹42.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹45.2 CrAdmitted-Finance | ₹45.2 Cr | L3 | Admitted-Finance |
| 4 | L4₹46.2 CrAdmitted-Finance | ₹46.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹53.7 CrAdmitted-Finance 403 GITANJALI ARCADE NEHRU ROAD VILE PARLE EAST MUMBAI MAHARASHTRA 400057 | MUMBAI | MUMBAI | MAHARASHTRA | 400057 | ₹53.7 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Hiravati Enterprises L9 | M/s Landmark Corporation Pvt. Ltd L5 | DEVARSH CONSTRUCTION CO. L12 | BVG INDIA LTD L10 | OMKAR ENGINEERS AND CONTRACTORS L2 | P D Infraproject Pvt Ltd L6 | D B Infratech L4 | SRINIVAS CONSTRUCTION & CO L7 | M/S SINGHAL ENTERPRISES L13 | PCNS NURSERY L8 | ASHWINI INFRADEVELOPMENTS PVT LTD L3 | ESSBEE ENTERPRISES L1 | Believe Infraprojects Pvt. Ltd L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Desilting the supply well, intake well head works, sump of water supply/sewerage works, etc., in wet or dry condition, including lifts up to 9 m and lead up to 150 m as required beyond the worksite; stacking, spreading, including necessary guarding, etc., complete, as directed by the Engineer in-Charge. | 8,203.5 | Cum | 700 ₹57.4 L | 482 ₹39.5 L | 950 ₹77.9 L | 795 ₹65.2 L | 546.7 ₹44.8 L | 700 ₹57.4 L | 589.66 ₹48.4 L | 1,500 ₹1.2 Cr | 2,750 ₹2.3 Cr | 650 ₹53.3 L | 745 ₹61.1 L | 315 ₹25.8 L | 600 ₹49.2 L |
| 2.00 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. | 1,71,458 | Sqm | 2.5 ₹4.3 L | 4.5 ₹7.7 L | 4.4 ₹7.5 L | 4 ₹6.9 L | 2.8 ₹4.8 L | 4 ₹6.9 L | 4 ₹6.9 L | 350 ₹6.0 Cr | 112.5 ₹1.9 Cr | 5 ₹8.6 L | 15 ₹25.7 L | 1 ₹1.7 L | 4 ₹6.9 L |
| 3.00 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. | 295 | Nos | 413 ₹1.2 L | 574 ₹1.7 L | 4,900 ₹14.5 L | 5,000 ₹14.8 L | 357.7 ₹1.1 L | 7,800 ₹23.0 L | 501 ₹1.5 L | 2,000 ₹5.9 L | 18,750 ₹55.3 L | 638.75 ₹1.9 L | 350 ₹1.0 L | 200 ₹59,000 | 511 ₹1.5 L |
| 4.00 | Excavation for foundation in earth, soils of all types, sand, gravel, and soft murum, including removal of excavated material up to a distance of 50 metres beyond the building area, stacking and spreading as directed, dewatering, preparation of foundation bed, and necessary backfilling, ramming, and watering, including shoring and strutting, etc., complete. (Lift from 1.5 m to 3.0 m) By mechanical means. | 9,554.1 | Cum | 206 ₹19.7 L | 590 ₹56.4 L | 310 ₹29.6 L | 245 ₹23.4 L | 180.6 ₹17.3 L | 230 ₹22.0 L | 270 ₹25.8 L | 606.02 ₹57.9 L | 1,000 ₹95.5 L | 230 ₹22.0 L | 350 ₹33.4 L | 170 ₹16.2 L | 258 ₹24.6 L |
| 5.00 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 43,379.9 | Cum | 516 ₹2.2 Cr | 531.05 ₹2.3 Cr | 900 ₹3.9 Cr | 705 ₹3.1 Cr | 419.3 ₹1.8 Cr | 480 ₹2.1 Cr | 452.25 ₹2.0 Cr | 450 ₹2.0 Cr | 1,094 ₹4.7 Cr | 530 ₹2.3 Cr | 100 ₹43.4 L | 300 ₹1.3 Cr | 599 ₹2.6 Cr |
| 6.00 | Pushing of M.S. pipes for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of M.S. casing pipes, lowering, laying, jointing, welding machinery, tripod, chain pulley block crane, blower, compressor, loading, unloading of machinery into trench, transportation, dewatering etc. complete, but excluding cost of M.S. pipes. | 1,456 | Rmt. | 25,500 ₹3.7 Cr | 34,035 ₹5.0 Cr | 6,200 ₹90.3 L | 5,400 ₹78.6 L | 19,332.6 ₹2.8 Cr | 30,000 ₹4.4 Cr | 22,094.24 ₹3.2 Cr | 5,000 ₹72.8 L | 1,375 ₹20.0 L | 24,800.5 ₹3.6 Cr | 15,000 ₹2.2 Cr | 10,500 ₹1.5 Cr | 25,000 ₹3.6 Cr |
| 7.00 | Excavating hard Rock or bituminous road by chiselling for preparing pit for pole / stay/earth plate / for laying cable/ pipe & clearing the site by removing debris & making the site as required complete. | 1,548.9 | Cum | 928 ₹14.4 L | 2,126 ₹32.9 L | 1,050 ₹16.3 L | 870 ₹13.5 L | 756.7 ₹11.7 L | 1,300 ₹20.1 L | 989 ₹15.3 L | 2,000 ₹31.0 L | 3,750 ₹58.1 L | 1,140 ₹17.7 L | 895 ₹13.9 L | 850 ₹13.2 L | 900 ₹13.9 L |
| 8.00 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | 206.25 | Cum | 1,236 ₹2.5 L | 1,040 ₹2.1 L | 1,400 ₹2.9 L | 1,382 ₹2.9 L | 967.4 ₹2.0 L | 1,200 ₹2.5 L | 1,150 ₹2.4 L | 2,142 ₹4.4 L | 1,531 ₹3.2 L | 1,223.8 ₹2.5 L | 900 ₹1.9 L | 1,150 ₹2.4 L | 1,200 ₹2.5 L |
| 9.00 | Providing dry rubble stone pitching 23 cm (about 9) thick including all material, quarry spalls, labour etc. complete. | 21,685 | Sqm | 433 ₹93.9 L | 373 ₹80.9 L | 650 ₹1.4 Cr | 625 ₹1.4 Cr | 289.1 ₹62.7 L | 380 ₹82.4 L | 311.82 ₹67.6 L | 750 ₹1.6 Cr | 2,125 ₹4.6 Cr | 361.7 ₹78.4 L | 900 ₹2.0 Cr | 413 ₹89.6 L | 413 ₹89.6 L |
| 10.00 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 142.69 | Cum | 6,000 ₹8.6 L | 5,690 ₹8.1 L | 7,150 ₹10.2 L | 6,700 ₹9.6 L | 4,451.3 ₹6.4 L | 6,200 ₹8.8 L | 6,339 ₹9.0 L | 9,000 ₹12.8 L | 9,375 ₹13.4 L | 5,713 ₹8.2 L | 7,000 ₹10.0 L | 5,200 ₹7.4 L | 5,500 ₹7.8 L |
Updated dates
Tender Value
₹30.9 Cr
EMD Value
₹72.9 L
Closing Date
6 May 2026, 3:00 pmClosed
Chief General Manager (PPD)
Admin Building, JNPA, Sheva, Navi Mumbai
Execution of Integrated Landscape Beautification and Horticulture Works at JNPA (Outside Custom Bound Area)
2026_JNPT_904335_1
JNPA/T/Landscaping/T-09/2026
Open Tender
Civil Works
Jawaharlal Nehru Port Authority
Please refer Tender documents.
5 documents required · 5 mandatory
₹23,600
Jawaharlal Nehru Port Authority
₹72.9 L
Admin Building, JNPA, Sheva, Navi Mumbai
18 Jun 2026
2 Apr 2026
7 May 2026
2 Apr 2026
6 May 2026
11 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Desilting the supply well, intake well head works, sump of water supply/sewerage works, etc., in wet or dry condition, including lifts up to 9 m and lead up to 150 m as required beyond the worksite; stacking, spreading, including necessary guarding, etc., complete, as directed by the Engineer in-Charge. | - | Cum | - | - | itemH1Code1 |
| 2 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. | 0.29 | Sqm | - | - | code1.02 |
| 3 | Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. | - | Nos | - | - | itemH1Code2 |
| 4 | Excavation for foundation in earth, soils of all types, sand, gravel, and soft murum, including removal of excavated material up to a distance of 50 metres beyond the building area, stacking and spreading as directed, dewatering, preparation of foundation bed, and necessary backfilling, ramming, and watering, including shoring and strutting, etc., complete. (Lift from 1.5 m to 3.0 m) By mechanical means. | - | Cum | - | - | code1.03 |
| 5 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | - | Cum | - | - | itemH1Code3 |
| 6 | Pushing of M.S. pipes for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of M.S. casing pipes, lowering, laying, jointing, welding machinery, tripod, chain pulley block crane, blower, compressor, loading, unloading of machinery into trench, transportation, dewatering etc. complete, but excluding cost of M.S. pipes. | - | Rmt. | - | - | code1.04 |
| 7 | Excavating hard Rock or bituminous road by chiselling for preparing pit for pole / stay/earth plate / for laying cable/ pipe & clearing the site by removing debris & making the site as required complete. | - | Cum | - | - | itemH1Code4 |
| 8 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. | - | Cum | - | - | itemH1Code5 |
| 9 | Providing dry rubble stone pitching 23 cm (about 9) thick including all material, quarry spalls, labour etc. complete. | - | Sqm | - | - | code1.06 |
| 10 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 1 | Cum | - | - | itemH1Code6 |
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