Tender For Renovation And Repairs To Existing Precast Reinforced Cement Concrete Jetty-Approach At Harir Kheya Ghat Along With Its Rest-Shed (Latitude: 21°5545.3N, Longitude: 88°2409.4E) In Mouza:- Nandakumarpur, G.P. - Nandakumarpur, Block:- Mathura
Tender Value
18.91 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
14 days left
EMD
37838
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
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Address
Project Description
Tender for Renovation And Repairs To Existing Precast Reinforced Cement Concrete Jetty-Approach At Harir Kheya Ghat Along With Its Rest-Shed (Latitude: 21°5545.3N, Longitude: 88°2409.4E) In Mouza:- Nandakumarpur, G.P. - Nandakumarpur, Block:- Mathurapur-Ii, P.S.- Raidighi Under Raidighi Sub-Division Of Civil Engineering Division No.-I, Sundarban Development Board; Dept. Of Sundarban Affairs.(Plan)
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, wood work, steelwork, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)i) Lime /Cement Concretei) I.B. By manual means Cement Concrete Grade M-15 & M-20 |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, wood work, steelwork, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202)ii) Dismantling Brick/Tile work |
| 3 | Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer -in -charge within a lead ofNB :- Measurement to be taken on the basis of stack measurement / pre post work section measurement after deduction of void as per norms. No extra payment will be made for stacking. B) Beyond 1.00 Km and upto 2.00 km |
| 4 | Excavation for StructuresEarth 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).a) Ordinary Soili) A. Manual Means |
| 5 | Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope,bed or apron and relaying the same in canal bed or slopes including clearing,dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete. |
| 6 | Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in bard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction. |
| 7 | 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.c) 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.) |
| 8 | Supplying Jhaw / Eucalyptus bullah piles at worksite, including dressing and making one end pointed.Note: Diameter of pile to be measured at a distance of 1.5 m. from the thicker end.(i) 15cm av. Diameter |
| 9 | ii) 12.5 cm. av. Diameter |
| 10 | iii) 10cm. Av. Diameter |
| 11 | Coal tarring with 5%pitch including cost of material and labour complete as per direction of the Engineer-in-chargea) One coat |
| 12 | Labour for fitting, fixing with iron nails half split bullah wailing pieces and cross pieces etc.complete including cost of nails only complete as per direction of the Engineer-In-charge.Jhaw / Eucalyptusa) Width of thinner end above 10 cm. and less than 15 cm |
| 13 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tacklesNote: 1) Payment to be made on the length driven Into the ground. Diameter to be measured at 1.5m. from the thicker end.i) 15 cm. av. Diameter |
| 14 | Supplying to site empty cement polythene bags(capacity50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). |
| 15 | Labour charges for filling empty cement gunnybag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone/brick and sewing as done in case of cement bags,(tying with a knot after filling will not be accepted),and stacking within a lead of 30 metre as per direction of Engr-in-charge(cost is excluding the cost of any types of filling materials).NB:-Volume of earth / sand filled bags should not be less than 0.028 cum/ bag. |
| 16 | Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth Work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m.(Sand, cement mortar mix for making blocks, pointing & plastering is1:4) |
| 17 | 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).b)1st class brick ballast |
| 18 | Fine Sand Filling in Foundation Trenches with 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 toMORT&H's specification 304). |
| 19 | 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) |
| 20 | Providing and laying design mix Cement concrete M-30 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 reinforcement if any. |
| 21 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700& 2200).A) PCC M- 15 |
| 22 | 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 reinforcement if any.a) Pakur variety |
| 23 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction |
| 24 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight. |
| 25 | 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, including thoroughly soaking the bricks in a tank filled with water for a minimum period of one hour prior to being laid, protecting the green structure from rain by suitable covering and with aminimum Seven days curing etc., but excluding pointing and plastering,as per drawing and Technical.Specifications.(Reference to MORT&H's specifications 1300 & 2200).Cement Mortar 1:4 (1cement :4 sand) (Sub Analysis) |
| 26 | Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking out joints curing, etc as per Technical specifications(Reference to MORT&H's specifications 1300 & 2200). |
| 27 | B) Stand Alone Solar PV Street Lighting System:1.Configuration-1Stand Alone Solar PV Street Lighting System (18 W LED Light)a) 6 meter G.I. Poleb) 1 x I 00 Wp Si PY Module.c) Ix 42 Ah 12.8Y LITHIUM FERRO PHOSPHATE (LiFeP04) Batteryd) 1 x 18 W LED Luminaries |
| 28 | Retro-Reflectorised Traffic Signs: Providing and fixing of retro reflec - torised cautionary ,mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600 mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 (Reference to MORT&H's specification 801).v) 60cm x 45 cm rectangular |
| 29 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.4) In cement mortar |
| 30 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 31 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 32 | CEMENT PLASTER (IN FINE SAND)3) 20 mm cement plaster of mixi) 1:4 (1 cement: 4 fine sand) |
| 33 | 2) 15 mm cement plaster on the rough side of single or half brick wall of mixii)1:4 (1 cement:4 fine sand) |
| 34 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT3) 20 mm cement plaster of mix: |
| 35 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 37 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.2) All works above plinth level upto floor V levelii) Concrete of M30 grade with minimum cement content of 350kg/cum |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for5.9.3 Suspended floors, roofs, landings, balconies and access platform |
| 39 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 40 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. |
| 41 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 1) 4.0 mm thick glass panes |
| 42 | Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 43 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 44 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 45 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.12.41.2 110 mm diameter |
| 46 | Add GST @ 18% (CGST+SGST) |
| 47 | Labour Welfare Cess @ 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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