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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.8 LAdmitted-Finance | -28.35% | ₹45.8 L | L1 | Admitted-Finance |
| 2 | L2₹47.8 L+₹2.0 L (4.31%)Admitted-Finance | -25.26% | ₹47.8 L+₹2.0 L (4.31%) | L2 | Admitted-Finance |
| 3 | L3₹48.9 L+₹3.1 L (6.73%)Admitted-Finance | -23.53% | ₹48.9 L+₹3.1 L (6.73%) | L3 | Admitted-Finance |
| 4 | L4₹49.7 L+₹3.8 L (8.37%)Admitted-Finance | -22.35% | ₹49.7 L+₹3.8 L (8.37%) | L4 | Admitted-Finance |
| 5 | L5₹50.2 L+₹4.4 L (9.56%)Admitted-Finance | -21.50% | ₹50.2 L+₹4.4 L (9.56%) | L5 | Admitted-Finance |
Tender Value
₹64.0 L
EMD Value
₹1.5 L
Closing Date
23 Apr 2026, 3:00 pmClosed
Executive Engineer (Mtc-I)
Office of the Executive Engineer, New Mangalore Port Authority, Panambur, Mangalore.
Improvements to the Existing Drains inside AOB, NMPA
2026_NMPT_904295_1
CIVIL/CE(C)/EE(C)/02/2026-27
Open Tender
Civil Works
Percentage
90 days
New Mangalore Port Authority, Panambur, Mangalore
As per tender document
6 documents required · 6 mandatory
₹1,120
Yes
As per tender condition
₹1.5 L
Yes
8 Jun 2026
2 Apr 2026
24 Apr 2026
2 Apr 2026
23 Apr 2026
16 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 |
|---|---|---|---|---|---|
| 1BOQ perticulars | |||||
| 1.01 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | - | cum | - | - |
| 1.02 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications | - | cum | - | - |
| 1.03 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates-M10 | - | cum | - | - |
| 1.04 | Providing and laying in Cement Concrete for all Basement& surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates asper relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead& lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications-M25DesignMixUsing 20mmnominalsizegradedcrushedcoarseaggregates (incl Formwork charges)-Raft & Slab | - | cum | - | - |
| 1.05 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregate sand fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead& lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications-M25DesignMixUsing 20mmnominalsizegradedcrushedcoarseaggregates(incl Formwork charges)-Wall | - | Cum | - | - |
| 1.06 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification-All other type of structures | - | MT | - | - |
| 1.07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | - | sqm | - | - |
| 1.08 | Providing 20 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specification and as per engineer in charge. | - | sqm | - | - |
| 1.09 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay (non modular) bricks of class designation 3.5 | - | Each | - | - |
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