Tender For Construction Of Reinforced Cement Concrete Jetty With Approach Road At Ajijer Ghat (N22.354633, E88.876121) Over River Rampur In G.P-Bermajur-Ii ,Block-Sandeshkhali-Ii Under Nazat Sub Division Of Civil Engineering Division No-Iii, Sundarba
Tender Value
73.36 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
14 days left
EMD
1.46 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas North → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Jetty With Approach Road At Ajijer Ghat (N22.354633, E88.876121) Over River Rampur In G.P-Bermajur-Ii ,Block-Sandeshkhali-Ii Under Nazat Sub Division Of Civil Engineering Division No-Iii, Sundarban Development Board. (Core Plan)
BOQ
| Sl. No. | Item Description |
| 1 | (A) JETTY PART |
| 2 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 3 | Providing and laying M-35 Design Mix concrete Using concrete Mixer for reinforced concrete work in precast unit for pile, Girder, Slabs, Stair etc.of R.C.C. pile jetty with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including cost of labour , cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. as per drawing and technical specifications (but excluding the cost of necessary form work and staging , reinforcement works. & excluding the cost of handling, transporting to the site of work from casting yard etc |
| 4 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper postion of uncoated HYSD reinforcement bar in super-structure completeas per drawing and technical specifications (Reference to MORT&H's specification 1600) . |
| 5 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel Shuttering or 9 to 12mm thick approved quality ply board shuttering. |
| 6 | Providing special type of M.S. collar for fixing screw cutter fitted and fixed to 400 mm. dia. precast R.C.C. pile including supply of 2 nos. locking tube & 25 mm dia locking steel pin. |
| 7 | Providing special type of M.S. screw cutter including fitting and fixing |
| 8 | Labour charges for screw driving the R.C.C. pre-cast piles depth of minimum 8.O M upto 9.00 M below bed level as decided by the Engineer-in-charge in tidal riverholds and hoisting the piles using pully fitted to the monorail gentry girder or any other Suitable arrangement for avoiding any damage of the R.C.C. precast piles fixed with special type screw cutter with M.S. collar with fixing steel pin including placing the same on pin points position with the help of pile guide monorail gantry girder or any other arrangement by hoisting capstain manually including cost of hire charge of barge, chain pully, lunch and other machineries, supplying of fuel etc. (Engineer-in-charges reserves the right to reject the pile if the pile is out of plumb beyond the permissible limit or due to breaking cracking and any sort of damages) including mobilization all pants & machineries for erecting & driving the piles as per drawing and design & specification etc. complete. |
| 9 | Labour charges for carrying the precast R.C.C. piles,girder, deck slab, step & other components from casting yard / barge hold by the arrangement of chainpully or any other method fitted & fixed over the barge, without damaging the components including hoisting in proper position and lowering down and placing in position with the help of chain pully or any other method & fitted & fixed properly over the piles in tidal river including hiring charge of barge, launch / best etc. and fitted & fixed in proper position setting etc. complete (Engineer-in-charge reserve the right to reject the components if it breaks, cracks and damage etc.) |
| 10 | Providing ana laying M-35 Design Mix concrete using concrete mixer for reibnforced concrete work in precast unit for Girder, Slabs, Stairs etc, of RCC Pile jetty with coarse aggretes of appropriate nominal size and grading, fine aggregates (sand) conforming to proper grading zone, both of approved quality and cement as necessary , including cost of labour , cost and carriaqge of all materials and indluding preperation of design mix, approval of the same by the Engineer-In- Charge and cost for quality control, sampling, testing etc. Including the cost of necessary form work and staging complete as per drawing and technical specifications ( but excluding the cost of reinforcement works & excluding the cost of handling, transporting to the site of work from casting yard etc.) |
| 11 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper postion of uncoated HYSD reinforcement bar in super-structure completeas per drawing and technical specifications (Reference to MORT&H's specification 1600) . |
| 12 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m using approved stout props and thick hard wood planksof approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. Steel Shuttering or 9 to 12mm thick approved quality ply board shuttering. . |
| 13 | Providing heavy duty dense rubber feeder of approved quality fitted & fixed in position as per drawing. |
| 14 | Construction of Embankment with Material obtained from Borrow pits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). Note: Compensation for earth will vary from place to place and will have to be assessed realistically as per particular ground situation. In case earth is available from Govt. land, compensation for earth i.e. ₹ 43.00/m3 to be deducted from the Rate in Col. 4. The position is required to be clearly stated in the cost estimate. |
| 15 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304). ( Vide P-179,Item 1(I)A(i) of N.H.Sch of 2019-20) |
| 16 | Sand Filling in Foundation Trencheswith good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304) |
| 17 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(a) Single brick flat soling (thickness 75 mm.) including Riverine. |
| 18 | Extra over item No.16 as the work is within the riverine area of Sundarban Surrounded by the Bay of Bengal or the rivers like Hooghly, Muriganga, Saptamukhi, Thakuran, Matla, Raimangal, kalindi etc.@ 5% for Bermajur G.P…… |
| 19 | Providing and laying nominal mix Cement concrete (with mix proportion 1:1.5:3) / M-20 grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm of Pakur or other approved variety including Screening and cleaning of aggregates, if necessary, both of approved quality and cement, as necessary, compacting by vibrator or other suitable means, cost of curing with water, cost for quality control, sampling, testing etc. and including placing a Separation membrane of impermeable PVC sheet 125 micron thick transparent or white in colour laid flat with minimum creases. Before placing the separation membrane, the sub-base shall be swept clean of all the extraneous materials. Wherever overlap of plastic sheets is necessary, the same shall be at least 300 mm and any damaged sheathing shall be replaced at the Contractor's cost. Including carriage of all materials to site but excluding the cost of staging, shuttering and and reinforcement if any. including Riverine. |
| 20 | Extra over item No.17 as the work is within the riverine area of Sundarban Surrounded by the Bay of Bengal or the rivers like Hooghly, Muriganga, Saptamukhi, Thakuran, Matla, Raimangal, kalindi etc.@ 5% for Bermajur G.P…… |
| 21 | Brick masonry work with 1st class full size bricks except when necessary to complete the bond in cement morter 1:3 in sub-structure complete, includingthoroughly soaking the bricks in a tank filled with water for aminimum period of one hour prior to being laid, protecting the green structure from rain bysuitable covering and with a minimum Seven days curing etc., but excluding pointing and plastering, asper drawing and Technical Specifications.(Reference to MORT&H's specifications 1300 & 2200).. |
| 22 | Extra over item No.18 as the work is within the riverine area of Sundarban Surrounded by the Bay of Bengal or the rivers like Hooghly, Muriganga, Saptamukhi, Thakuran, Matla, Raimangal, kalindi etc.@ 5% for Bermajur G.P…… |
| 23 | Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking outjoints curing, etc as per Technical Specifications (Reference to MORT&H's specifications 1300 & 2200). |
| 24 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) including Riverine.(b) 1st class brick ballast |
| 25 | Extra over item No.20 as the work is within the riverine area of Sundarban Surrounded by the Bay of Bengal or the rivers like Hooghly, Muriganga, Saptamukhi, Thakuran, Matla, Raimangal, kalindi etc.@ 5% for Bermajur G.P…… |
| 26 | Providing and laying pre-cast brick block pitching of required size (53Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with1st class kiln burnt bricks in cement mortar including flush pointing onall faces except exposed face which to be plastered with 19 m.m. thickcement plaster , curing, dressing, ramming & preparing subgrade inslopes & bed complete with necessary earth work not exceeding 300mm in depth with all leads & lifts including cost of all materials/ blocksup to site by all means of transport. The gap between adjacent blockswill not be more than 10 m.m.(Sand, cement mortar mix for making blocks, pointing & plastering is1:4) including Riverine. |
| 27 | Extra over item No.21as the work is within the riverine area of Sundarban Surrounded by the Bay of Bengal or the rivers like Hooghly, Muriganga, Saptamukhi, Thakuran, Matla, Raimangal, kalindi etc.@ 5% for Bermajur G.P…… |
| 28 | Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and considerating and dressing the subgrade to correct camber and grade. |
| 29 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction.(f) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) including Riverine. |
| 30 | Box cutting in road embankment in all kinds of soil and spreading the soil uniformely over the flanks and considerating and dressing the subgrade to correct camber and grade. |
| 31 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end.(iii) 15 cm av. Diameter |
| 32 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sortsof soil including hoisting and placing piles in position, protecting the pilehead with iron ring and cutting and shaping heads before and afterdriving and including hire and labour for necessary driving appliancesand all tackles.(iii) 15 cm av. diameter |
| 33 | Supplying, fitting and fixing with iron nails half split bullah wailing piecesand cross pieces etc. complete with cost of all materials and carriage tosite.(a) Width of thinner end above 10 cm. and less than 15 cm.(i) Jhaw / Eucalyptus |
| 34 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. |
| 35 | The work self consists of following activities A - Topographical survey |
| 36 | (i) Fixation of two numbers of ground control PCC cast in situ pillar having dimension 300 x 300 x 1000 mm. A steel plate should be fixed over top of pillar. The pillar should be 600 mm under ground with sufficient fixed attachment.(ii) Fixation of survey reference coordinate (X Y & Z) on this control pillar. X Y,Z coordinate should be made with hand held GPS.(iii) Topographical survey using electronic total station for project influence area. Survey should be done accurately so that a grid can be formed with 5m x 5m grid line. (iv) Conducting necessary Hydrographical survey as required for proposed concrete jetty as per direction of E-i.C.(v) Preparation of Topographical and Hydrographic survey drawing in Auto – CAD format. RAW survey data as excel file to be submitted.(vi) Submission of Topographical survey with contour drawing (colour in A3 paper) as hard copy and soft copy in pendrive. |
| 37 | B- Sub-Soil Investigation |
| 38 | Mobilisation charges of all tools and plants along with accessories,materials, labour, supervision etc.at site of work- required in connection with boring and testing work including setting up boring rig and shifting to different borehole points etc.and also including withdrawal of the same from the site after completion of work, complete as per direction of Engineer-In- charge.(a) Detailed Investigation :Note: Rate for mobilisation & Demobilisation should be quoted considering average distance based on present Jetties Location. |
| 39 | Making boreholes of 150mm to 250mm dia by any standard method to 35 m. depth below ground level/bed level in all kinds of soil like clay, silt,sand,stiff clay,mixed soil etc. except rock (for the purpose of collecting disturbed and undisturbed soil samples, conducting standard penetration tests at suitable intervals etc.) including preparation and submission of bore log as per IRC;75and 78and CI. 2400 of specifications for Road and Bridge works published by IRC, and also including cost of labour, hire charges, of tools and plants complete as per direction of Engineer-In- charge.(Payment will be be made on the length driven into the ground).When casing of pipe is used to prevent collapse of bore(casing pipe to be finally withdrawn) |
| 40 | Depth 0m to 10m |
| 41 | Depth greater than 10m and upto 20m |
| 42 | Collecting Undisturbed soil sample of 10 cm dia and about 40 cm long at intervals of 3m, or at change of strata as required upto any depth, with the help of standard sampling tube including sealing the tube at both ends with Paraffin wax (25 mm-thick) numbering , labelling, packing etc. and also including cost of labour, hire charges of tools & plants complete as per direction of Engg-In-Charge for detailed investigation for every 3m |
| 43 | Collection of distrubed samples @1.50 m imterval from bore hole |
| 44 | Conducting standard penetration test ( S P T ) in the boreholes already made at intervals of 3m, or at change of strata as required upto 20 m. depth in all kinds of soil like clay, silt, sand and stiff clay etc.except rock including collection of sample for further testing keeping all record and submission of results in prescribed proforma and also including labour charges, hire charges of tools and plants complete as per direction of Engg-In-Charge as per IS 2131.Detailed Investigation at every 3 mintervals |
| 45 | Performing Laboratory tests on disturbed/undisturbed soil samples as per standard procedure including tabulation of test results in Prescribed Proforma as per direction of Engg-In-Charge. As per IS/IRC code provision.Note: All test should be done from the NABL accredited laboratories for Geo-technical Investigation. |
| 46 | Preparation and submission of report in 6(sixe) copies, giving all relevant information data like site plan, Bore log profile and water table and other test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc.including determination of silt factor and complete design of foundation including analysis of Bearing Capacities and setlements in bound and presentable form complete as per direction of E-I-C.b) Detailed Investigation : |
| 47 | C - Soil investigation for Approach road |
| 48 | Pavement Soil Investigation including DCPT and Drainage study - Pit (1m x 1m) investigation to be done at every 500m interval including note down existing pavement composition collection of sub grade soil and necessary testing as per IRC codal provision asfollows.i) Sieve Analysisii) Atterberg's Limitiii) Standard Proctor Testiv) Free Swell Indexv) CBR |
| 49 | (D) Ancillary Works |
| 50 | Stand Alone Solar PV Street Lighting System:ConfigurauonStand Alon Solar PV treet Lighting System a) 6 meter G.I Pole b) I I0OWp i PV Module.c)1 X 42 Ah 12 8v LITHIUM FERRO PHOSPHATE (LiFeP04) Battery d) I X I g w LED LuminariesDetails· t) Supply ofGl pole (Hot Dip Galvanized) of3 mm thickness with I 00mm dia. 6.0 metre length Pole with base plate 200 mm X 200 mm X IO mm with RCC foundation..(0.40m X 0.40m X 0.90 Attached Drawing)i1) Supply of 100 Wp Poly/ Mono crystalline module with IEC 61215, IEC 6173-1, 2 compliance with any I I MNRE approved.iii) Supply of 18 W Luminaries, comprise of--a) 18 W LED {Philips/osram/ equivalent reputed make with BIS certificate)b) Charge controller and it should have over charge protection, deep discharge protecuon, Bauery reverse polarity protcchllon, Load short circuit prote tion, Open circuit protech!ion. Panel reverse polarity protection, Over temperature protection.c) Automatic dusk to drawn controlling system to monitor LED operation.iv)Supply of l28V,42AhLITHIUMFERROPllO l'IIAT {Life p04) Battery having BlS certificate.The baueries should have higher life expectancy, longer cycl hfe, low discharge rate and fast charging facilities. Battery should provide 12 Hrs bauery backup. The battery must be provided with GI out door type battery boxv)Supply of Cables and Wiresa) DC Cable 4 sqmm - 15 1.b) Control Cable - LS.vi) Transportation, In tallation & Commissioning.vii) Comprehensive maintenance for 05 years {Minimum 01 {One) visit Quarterly) |
| 51 | GST as applicable - @ 18% |
| 52 | Labour Welfare cess - @ 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 14 daysNov 25, 2026
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