Tender For Construction Of Pile Jetty And Other Allied Facilities To Fishermen At Dighi Tal. Shrivardhan Dist. Raigad.
Tender Value
19.76 Crore
Estimated cost
Bid Submission
31 Aug 2026
0 days left
EMD
9.88 Lakhs
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Raigad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Pile Jetty And Other Allied Facilities To Fishermen At Dighi Tal. Shrivardhan Dist. Raigad.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Pile jetty and other allied facilities to fishermen at Dighi Tal. Shrivardhan Dist. Raigad. |
| 2 | Item No 1:- Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia over burden ( by diamond drilling machine ) such as soil of all sorts, soft murum,hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of work). Preserving the loose sample in glass jar and core sample serially on site of work and conveying the same to HQ of concernring office as directed. a) over burden 0 to 50 meter. |
| 3 | Item No 2:- Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Nx Bit 0 to 50 m |
| 4 | Item No 3:- Providing tun tappa core boxes of jungle wood of size1.25mx 0.35x 0.15m for preserving core sample with all fixtures and fastening handles including locking arrangment etc. complete. |
| 5 | Item No 4:- Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line,encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment |
| 6 | Item No 5:-Providing and maintaining temparory platform for erecting boring machined in river bed to the depth of standing water 2 m and above and of size 3.50 x 4.00 M by using 20 Nos. of M.S. empty barrels in M.S. frame made of M.S. angle size 50 x 50 x 5 mm with fabrication and over it a jungle wood planks platform of size 3.50 x 4.00 x 0.03 M size including supplying of nylon rope 24 mm dia. for anchoring platform include passage platform and enganging a labour etc. complete. 2 m and Above. |
| 7 | Item No 6:-Shifting boring plant with all its components and reinstalling the same at the directed place including all its charges etc. complete. |
| 8 | Item No 7 :- Providing and laying cast in situ / ready mix M40 RCC for 1000 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except hard rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete.with natural sand /VSI quality artifical sand |
| 9 | A) For Depth up to 5m |
| 10 | B) For Depth 5m to 10m |
| 11 | C) For Depth 10m to 15m |
| 12 | D) For Depth 15m to 20m |
| 13 | E) For Depth above 20m |
| 14 | Item No 8 :-Extra for Chiselling in hard rocks including removing and stacking the loose material and disposing the unserviceable materials as directed etc. complete. |
| 15 | Item No 9 :- Providing, placing and driving in position 6 mm 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. |
| 16 | Item No 10:- Providing ,transporting and placing in position precast concrete girders/panels (M40 grade) as per drawings and technical specifications etc. complete. |
| 17 | Item No 11 :-Providing and laying in situ/ready mix controlled M-40 cement concrete of trap/ granite/quartzite/ gniess metal for reinforced cement concrete cap over piers and abutments including necessary sacffolding plywood/ steel formwork, compacting by vibrating, finishing in CM1:3 and curing etc complete (Excluding reinforcement)With reversible drum type mixer/concrete batch mix plant ( panmixer).with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 18 | Item No 12 :-Providing 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, laying/pumping, 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 (Crushed sand VSI Grade) |
| 19 | Item No 13 :-Providing and cutting bending, hooking, laying in position and tying HCRM/ CRS for reinforcement as per detailed drawings for R.C.C. work Note : Where item no 34(c) considered in estimate, Anti Corrosive Treatment Shall not be considered additionaly. HCRM : High Corrosion Resistance Marine. CRS : Corrosion Resistance Steel. |
| 20 | Item No 14 :- Providing and laying cement concrete wearing coat M40 grade with batch mix type / concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 21 | Item No 15 :-Chipping and dressing of the R.C.C .piles upto 0.60 meter including cleaning reinforcement and removal of dismantled materials up to a distance of 50 meter beyond the building area etc. for providing pile caps.Spec :(As directed by Engineer in Charge |
| 22 | Item No 16 :-Providing and fixing D Type Rubber Tyre Fender with necessary fixers etc complete : SIZE 300X300X1000mm |
| 23 | Item No 17 :-Providing and applying epoxy base paint to RCC piers, columns, beams, girders, diaphragms, slabs, parapets etc. including cleaning the surfaces thoroughly so as to remove deposited salts, oil, grease, tar, moisture etc. from the surface, preparing the surface, applying putty consisting of epoxy base paint and steolite powder, to render the concrete surfaces smooth by covering small irregularities and applying one coat of epoxy paint including scaffolding etc. complete as specified and directed.(2 coats epoxy + primer) |
| 24 | Item No 18 :- Providing and fixing of retro-reflectorised informatory sign board rectangular/square in shape having area less than 0.90 square metre, made out of 4 mm aluminium sheet, bonded with white retro-reflective sheeting of Class c (Type IV High Intensity Micro-Prismatic Grade Sheeting - HIP), having pressure-sensitive/ heat-activated adhesive retro-reflective specified background, border and backside retro-reflective symbols, letters, numerals and arrows as per IRC:67-2012, Table No. 8.3. The sign board shall be supported with a back support frame of 25 mm × 25 mm × 3 mm, duly painted on the backside with two coats of grey stove enamel paint, and supported on one mild steel angle iron post of 75 mm × 75 mm × 6 mm, 3.5 m long, firmly fixed to the ground by means of a properly designed foundation with M25 grade cement concrete, measuring 45 cm × 45 cm × 60 cm, with 60 cm below ground level, as per the approved drawing. The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint, having alternate black and white bands of 25 cm width, including GI fixtures, transportation, etc., complete. |
| 25 | Item No 19 :-Providing and fixing 90cmx60cm Marble plate engraving 10cm. Height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 26 | Item No 20 :-Providing temporary structural steel gantry platform to be constructed with structural steel work including trasportation, fabricating all materials, dummy piles, walkway, corrosion resistance paint, labour and equipment with gantry frame of driving and casting of reinforcement cement concrete piles including dismantling of platform after completion of work including demobilization from site with all materials, etc. complete. |
| 27 | Item No 21 :-Providing 100mm diameter Gi water spouts as per detailed drawings in RCC slab and wearing surface/ kerb etc. complete. |
| 28 | Item No 22 :-Providing and laying hot-applied thermoplastic road marking strip on bituminous surface of specified shade/colour, 2.5 mm thick, including 1.5 refractive index reflectorizing glass beads @ 250 g/sq.m. The 2.5 mm thickness is exclusive of the surface-applied glass beads, as per IRC:35-2015. The initial dry reflectivity RL shall be greater than 250mcd/sq.m/lux, measured within the initial 7 days, and the sustained reflectivity shall be RL ≥ 100 mcd/sq.m/lux and Qd ≥ 100 mcd/sq.m/lux, measured at the end of 2 years by means of a standard reflectometer of Zehntner, Easylux, or Delta make, capable of measuring both RL and Qd, in accordance with IRC:35-2015, Clause 15.5. The finished surface shall be level, uniform, and free from streaks and holes, complete as directed by the Engineer-in-Charge and in accordance with the applicable specifications. (Refer MoRTH Clause 803 for Technical Specifications and Performance requirements as per IRC:35-2015.) |
| 29 | Item No 23 :-Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 900 mm diameter including construction of test cap, use of accessories and instruments including providing graphs as per I.S. code or Std.Specifications and dismantling the test cap after testing and cleaning the site complete. |
| 30 | Item No 24 :-Carrying out integrity test on piles of various diameters as per standard procedure and submitting reports. |
| 31 | Item No 25:-Removing sand/ muck/ slush/ soil bellow low tide level to the specified section from navigation channel as per the area and depth up to 3.00 m from seabed by mechanic elmeans with, hyderaulic excavator, etc. and barge for establisment all machinery with all required tools and equipments, boat for conveying excavetd material, including removing the all types of excavated material with all lift and leads conveying and deposition of the same over dumping area located at an average distance of approx. 38 km in deep sea as directed by engineer incharge under tidal condition. |
| 32 | Item No 26 :-Removing sub-marine rock below low tide level to the specified section from navigation channel as per the area and depth mentioned on the drawing by mechanicel means with poclain, hydraulic excavator, rock breaker etc. and barge for establisment all machinery with all required tool tools and equipments, boat for conveying excavetd material, including removing the excavated materials with all lift and leads as directed beyond high tide level line of water stacking spreading or disposing,dewatering if required unless otherwise provided alse where complete under tidal condition. |
| 33 | Item No 27:- Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall,compound wall etc. complete |
| 34 | Item No 28:- Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete |
| 35 | Item No 29:- Providing and fixing stainless steel mooring ring in cement concrete on the deck of the jetty, consisting of a 32 mm diameter stainless steel bar, forming a 225 mm inner diameter steel ring, with a 75 mm inner diameter steel hook made of 32 mm diameter stainless steel, as per the approved drawing, complete. The stainless steel shall be of Grade S-304. |
| 36 | Item No 30 :- Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 |
| 37 | Item No.31:- 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, ewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 38 | Item No. 32:- Supplying and laying trap stone weighing 20 to 50 kilogram for Core / Sub armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. |
| 39 | Item No. 33:- Providing and laying trap stones weighing 100 to 200 kilogram for Core / Sub armour / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. |
| 40 | Item No. 34:- Providing and laying trap stones weighing above 1000 kilogram for Apron / Armour layer including conveying with all the leads, lifts, laying in required lines, level, slope as per drawing including necessary equipments and machinery as directed by etc. complete in tidal conditions. |
| 41 | Item No 35:- Providing steel anchor dowels bars of 32 milimetre diameter and 4.0 metre lenght at the base of the well including drilling holes of 60 milimetre diameter upto 2.5 metre depth in rock, placing the dowels in position and effectively grouting the holes with cement mortar 1:1, etc. complete. |
| 42 | Item No 36:-Providing cast in situ / ready mix M25 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 43 | Item No 37:- Providing and laying in situ / ready mix M-30 plain cement concrete of trap metal for cast in citu piers, abutment, returns, wings etc. including provision of \\"V\\" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in centimetre 1:3 etc. complete. as directed by engineer in charge |
| 44 | Item No 38:- Providing rubble filling of trap stones for foundations including filling voids with sand and compaction etc complete. |
| 45 | Item No 39:- Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 46 | Item No 40:-Providing and laying weep holes of 100 milimetre diameter asbestos cement / polyvinyl chloride pipes as per drawing for abutment, returns, return walls, etc. complete. |
| 47 | Item No 41:- Providing and laying reinforced cement concrete in M-30 grade for approach slab/rigid pavement, including formwork, complete, using a fully automatic microprocessor-based PLC with SCADA-enabled reversible drum type mixer/concrete batching mix plant (pan mixer), as per the approved drawings and technical specifications. The work shall include the use of fine aggregates of the required specifications (VSI sand, finely washed, etc.), complete in all respects. Reinforcement shall be measured and paid for separately (excluding reinforcement). |
| 48 | Item No 42:- Providing & fixing Cast Steel or Ductile Cast Iron bollard ASTM536 Standerd with galvanised Anchor bolts of ISO 898 Standerd and with anti-corrosion protective finish, Capacity 10 ton on deck of jetty in C.C. including necessary fixtures & fastening, etc. complete. |
| 49 | Item No 43:- Supplying hard murum at the road site, including conveying and stacking complete. |
| 50 | Item No 44:- Spreading hard murum for side width complete |
| 51 | Item No 45:-Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 52 | Item No 46 :-Supplying, installing, testing and commissioning Solar street light pole comprising of 12W LED luminaire, 12.8V- 30Ah Li battery, with 75Wp Solar panel, MS Powder Coated Battery Box weatherproof, mounted on 75/80 mm dia. BGrade GI Pole of 6 Mtr. height (5m above ground & 1m below ground), 12W LED Chip of luminaire should be in compliance to IES: LM-80 & Performance parameters of luminaire shall be as per IES LM-79:2008 Or IS 16106 : 2012); along with brackets, foundation, earthing and necessary accessories complete as per MNRE specification (With 5 Years warrante). |
| 53 | PART- B:-ROYALTY CHARGES AND TESRTING CHARGES. |
| 54 | Item No 47 :-Royalty Charges |
| 55 | a) Rubble |
| 56 | b) Murum |
| 57 | Item No 48 :-Preparing Concrete Mix design of required grade & laboratory testing of concrete cubes and various materials used during construction in District Vigilance & Quality Control Laboratory or as per approved Laboratory etc complete. |
| 58 | a) Compressive Strength OF C.C. Cube (Set of 3 cubes). |
| 59 | b)Cement Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness. |
| 60 | c)SAND Fineness Modulus ( Sieve Analysis ),Silt & Clay Content |
| 61 | d)METAL Water Absorption, Specific Gravity,Impact Value, Crushing Value. PWD SSR I/P=2/584 |
| 62 | e)Concrete Mix Design (With all Tests on basic materials) |
| 63 | f) Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) |
| 64 | g )Upto 16 mm (Set of 3 Bars) |
| 65 | h)Crushing Value/Compressive Strength, Water Absorption & Specific Gravity, Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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