Agriculture Government Departments Closing in 1 days TDR #57697717

Tender For Construction Of Fish Auction Hall-2 At Sassoon Dock Fishing Harbour, Colaba, Mumbai

Issued by Government Departments · Mumbai, Maharashtra
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Oct 2026
1 days left
EMD
3.21 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Fish Auction Hall-2 At Sassoon Dock Fishing Harbour, Colaba, Mumbai

BOQ

Name of Work:- Construction of Fish Auction Hall-2 at Sassoon Dock Fishing Harbour, Colaba, Mumbai
Sl. No. Item Description
1Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.Upto 1.50m lift
2Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.Upto 1.50m lift
3Filling 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.
4Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
5Providing and filling in the foundation with sand of approved quality including watering, compacting etc. complete. (To be executed with prior approval of Superintending Engineer)
6Providing and laying cast in situ / Ready Mix Cement Concrete M-40 for double rim bored pile of 300 mm dia. each of load capacity as per design and of specified diameter of pile and bulb as directed, sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing 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) by concrete prepared in reversible drum type concrete mixer by tremie arrangement, compaction of concrete including chipping and dressing etc. complete. (Excluding steel reinforcement)
7Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes 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 etc. complete, With fine aggregate (Crushed sand VSI Grade)
8Extra for Chiselling in hard rocks including removing and stacking the loose material and disposing the unserviceable materials as directed etc. complete. 550 mm dia
9Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap /granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing oras directed including steel centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).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)
10Providing and laying Cast in situ/Ready Mix cement concrete in M-40 of trap/ granite/ quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc)
11Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, compaction, finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).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 (Natural Sand / Crushed sand VSI Grade finely washed etc)
12Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. 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) complete (Excluding steel reinforcement)
13Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs,beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins,arches etc. as per detailed designs, drawings and schedules. including cutting, bending,hooking the bars, binding with wires or tack welding and supporting as required complete.
14Providing and constructing masonry in Autoclaved Areaclaved ( Celluar) Concrete Block of aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x225)mm in extra fine jointing mortar of fixoblock of in superstucture including,striking joints,racking out joints watering and scaffolding etc.complete
15Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
16Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.
17Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete.
18Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.
19Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete
20Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.
21Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box.
22Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements,M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear)
23Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.
24Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing in C.M. 1:3 curing and cleaning etc. complete
25Providing, laying and fixing P.V.C. pipe of 15mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
26Providing, laying and fixing P.V.C. pipe of 25mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
27Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
28Item No 45 :- Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres
29Supplying and Fixing Pressure wash unit
30Providing and fixing screw down 15 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete
31Providing and fixing screw down for 25 mm dia. wheeled stop tap of brass including necessary sockets/union nut complete.
32Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete.
33Demolishing R.C.C. slab, R.C.C. wall of any thickness, R.C.C. beams, joists, R.C.C. columns, piles, pile caps etc., in any thickness and size manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
34Rebate for Scrap Material Reinforcement Steel/Structural Steel
35Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete
36Providing, placing and driving in position 6mm thick permanent MS liner up to required depth with 12 mm thick MS cutting edge of 0.50 meter length of bottom including fabricating, cutting the MS sheet to required diameter and shape, welding the joints and driving with the help of required machineries, all materials, labour and lift etc. complete.
37Providing and fixing P.V.C. Rain water pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and One Number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete
38Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.
39Providing, designing, detailing, supplying, assembling, installing and stressing complete Post-Tensioning (PT) system for RCC slabs/beams, including design and detailing of all PT elements as per relevant IS Codes and applicable standards; supply, assembly and installation of PT tendons, anchorages, wedges, sheathing, ducts and all associated PT accessories; stressing of tendons using calibrated hydraulic jacks and equipment to the specified forces and approved stressing sequence; cutting of excess stressing length of PT strands/cables after completion of stressing; marking of low points of PT tendons/slabs for grouting operations; complete in all respects as per approved drawings, specifications and directions of the Engineer-in-Charge.
40Concrete Mix Design (With all Tests on basic materials)
41Compressive Strength OF C.C. Cube (Set of 3 cubes).
42BASIC TEST OF AGGREGATE.- Water Absorption, Specific Gravity,lmpact Value, Crushing Value.
43STONE/ RUBBLECrushing Value/Compressive Strength, water Absorption & Specific Gravity,
44STEEL BAR TESTING
45Upto 16 mm (Set of 3 Bars)
46Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,weight-Per Meter, Bend / Rebend Test, Proof Stress.
47Royalty charges- Rubble Construction Of Fish Auction Hall-2 at Sasoon Dock Fishing Harbour, Colaba, Mumbai SCHEDULE - 'B' Item No. Qty Unit Description of Item Rate Rs in Words Per Unit Amount Specification Number Additional Specification if any
482.0 Part A- Civil Works
49696.83
5078.51
51195.0
52146.25
531716.0
54396.0
55138.51
56418.33
57672.75
5867.31
59135.12
60399.15
61994.6
625008.93
632040.0
64459.0
656003.53
666003.53
67158.4
68172.8
69158.4
70302.4
7110000.0
72416.57
73-18980.0
7437.27
75196.0
76975.0
771.0 Part A -Sub Total Rs. 64099696.47 Part B- Test and Royalty Quality control tests
784.0 0.0
79146.25 Part B -Sub Total Rs. 255816.33 PartA + Part B = Total Rs. 64355513.0 In Words Rupees Six Crore FourtyThree Lakh FiftyFive Thousand Five Hundred Thirteen Only SCHEDULE - 'B' For Approval Prepared by Checked by Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57697717
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 02-10-2026
Authority
Authority Name Maharashtra Fisheries Development Corporation Limited
Work Description Tender for Construction Of Fish Auction Hall-2 At Sassoon Dock Fishing Harbour, Colaba, Mumbai
Basic Detail
Tender No MFDC/ENGG./AH.SD/10/2026-27
Bidding Type Tender
Location
City Mumbai
State Maharashtra
Key Dates
Publish Date 25 Sep 2026
Submission Date 02 Oct 2026
Open Date 05 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee 3540
EMD 3.21 Lakhs
Exemption Not Available
Document List
1d29ccc0-30d8-4eda-bb35-3a8627712c2f.html
AHBOQ.xls
B1AuctionHallTender.pdf
Tendernotice_1 (78).pdf

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Tender Timeline

Sep 25, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Oct 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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html

1d29ccc0-30d8-4eda-bb35-3a8627712c2f.html

xls

AHBOQ.xls

pdf

B1AuctionHallTender.pdf

pdf

Tendernotice_1 (78).pdf

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