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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.3 CrAdmitted-Finance | -1.99% | ₹5.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 Cr+₹28.7 L (5.46%)Admitted-Finance | +3.36% | ₹5.5 Cr+₹28.7 L (5.46%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically Disqualified |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Technically Disqualified |
Tender Value
₹5.4 Cr
EMD Value
₹12.6 L
Closing Date
12 May 2026, 3:00 pmClosed
Chief General Manager (PPD)
Admin Building, JNPA, Sheva, Navi Mumbai
Miscellaneous modification work of E Type Quarter at JNP Township
2026_JNPT_906886_1
PPD/DGM-I/Misce. Works/T-13/2026
Open Tender
Civil Works - Buildings
Percentage
Jawaharlal Nehru Port Authority
Please refer Tender documents.
5 documents required · 5 mandatory
₹23,600
Jawaharlal Nehru Port Authority
₹12.6 L
6 Jun 2026
29 Apr 2026
13 May 2026
29 Apr 2026
12 May 2026
30 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part A - Civil works | |||||
| 1.01 | Empty boring for 525 to 600 mm dia.bored R.C.C.cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) | 880 | Rmt | 1,348 | ₹11,86,240 |
| 1.02 | Extra for Chiselling in hard rocks including removing and stacking the loose material and disposing the unserviceable materials as directed etc. complete. 600 mm dia | 53 | Rmt | 1,208 | ₹64,024 |
| 1.03 | Providing placing and Driving in position 6 millimeter mild steel liner forR.C.C. Piles upto required depth with 12 mm thick mild steel cutting edge of 0.50 m length at bottom including fabricating cutting the mild steel sheet to required diameter and shape, welding thejointsanddrivingwith the help of requiredmachineries including all materials labours and lifts etc.completeasdirectedbytheEngineer incharge.Spec:(Asdirected by Engineer in Charge From 3.00 to 9.50 meter deep liner | 55 | MT | 1,04,801 | ₹57,64,055 |
| 1.04 | Providing and laying cast insitu /Ready Mix Cement Concrete M-30 for boredpiles eachof load capacity and as per design and of 600 mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision ofreinforcement as per detailed drawings and design approved by the Engineer-in-chargeincluding placingwith fully automaticmicro processor based PLCwith SCADA enabled reversibleDrumTypemixer/ concreteBatchmix plant (Panmixer)etc. complete.Withfineaggregate (Crushed sand VSI Grade) by tremie arrangements, compaction of concreteincluding chipping and dressing and withdrawal of shell etc. complete. (Excluding steel reinforcement) | 880 | Rmt | 4,738 | ₹41,69,440 |
| 1.05 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means | 250 | CuM. | 239 | ₹59,750 |
| 1.06 | Excavation for foundation in hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m) By Manual Means | 100 | CuM. | 414 | ₹41,400 |
| 1.07 | Chipping and dressing of the R.C.C. piles upto 0.60 meter including cleaning reinforcement and removal of dismantled materials upto adistance of 50 meter beyond the building area etc. for providing pile caps. Spec :(As directed by Engineer in Charge | 44 | No | 744 | ₹32,736 |
| 1.08 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | 5 | Per test | 1,153.2 | ₹5,766 |
| 1.09 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.. | 71 | CuM. | 1,454 | ₹1,03,234 |
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