Tender For Construction Of Slab Culvert Near The House Of Rabin Mandal (Lat - 22.102130 N, Long - 88.582789.E), Mouza -Kundakhali, G.P. - Kundakhali Godabar, Block - Kultali Under Bishnupur Sub-Division Of Civil Engineering Division No. - I, Sundarba
Tender Value
20.65 Lakhs
Estimated cost
Bid Submission
23 Nov 2026
10 days left
EMD
41314
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
Contact Person
Address
Project Description
Tender for Construction Of Slab Culvert Near The House Of Rabin Mandal (Lat - 22.102130 N, Long - 88.582789.E), Mouza -Kundakhali, G.P. - Kundakhali Godabar, Block - Kultali Under Bishnupur Sub-Division Of Civil Engineering Division No. - I, Sundarban Development Board, Department Of Sundarban Affairs.
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 2 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. |
| 3 | Extra rate over Item Nos.1.01 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre. |
| 4 | arthwork 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 of,NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking A) Beyond 500 metre and upto 1.00 Km |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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) By Manual Means Concrete Grade M-15 & M-20 |
| 6 | Dismantling Brick/Tile work in cement mortar |
| 7 | Dry brick pitching or brick soling |
| 8 | Dismantling of cement concrete pavement bymechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202) |
| 9 | 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).1(1) Ordinary soil1(1)A Manual Means1(1)A(1) Depth upto 3 m |
| 10 | 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 to MORT&H's specification 304). |
| 11 | 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 ) |
| 12 | (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) |
| 13 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed infoundationand compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100). |
| 14 | SUB-STRUCTURE:- Plain / Reinforced cementconcrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (ReferencetoMORT&H'sspecifications 1700 & PCC Grade M20, Height upto 5m 1500, 2200).PCC Grade M20, Height upto 5m |
| 15 | SUPER-STRUCTURE:- Furnishing and PlacingReinforced/ Prestressed cement concrete in super structure all including vibrating and compacting, finishing, curing, sampling. testingetc.bymechanically mixed as per clause 1719 of MORTH butexcluding thecostofmaterialsas per drawing and Technical Specification (Reference to MORT&H's specifications 1500, 1600,1700 & 1800). (1A) RCC Grade M30, Using Concrete Mixer. |
| 16 | SUB-STRUCTURE:-Plain/Reinforcedcementconcretein sub-tructure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications(ReferencetoMORT&H'sspecifications 1500, 1700 & 2200). RCC Grade M30, Using concrete Mixer |
| 17 | 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) |
| 18 | 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 a minimum Seven days curing etc., but excluding pointing and plastering,as per drawing and Technical. Specifications. (Reference to MORT&H's specifications 1300 & 2200). |
| 19 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V : 20H drawing foce.Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200). |
| 20 | Providing and layingof Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT & H specifications to a thickness of not less than 600 mm. with smaller sizetowards thesoil and bigger size towards the wall and provided over the entire surface behind a butment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification (710.1.4 of IRC:78 & 2200). |
| 21 | 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). |
| 22 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1litre for 2sqm (Reference to MORT&H's specification 800). |
| 23 | Providing and laying pre-cast brick block pitching of required size (53 Cm.x 53Cm, x 25 Cm.oras 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 with19m.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 upto site by allmeans 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) |
| 24 | Making filter with well graded 40 mm down ballast sand laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earth work upto 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of theEngineer-in-Charge (measurements will be on finished work / in stack after deducting necessary void).(b) 1st class brick ballast |
| 25 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(i) 10 cm av. diameter |
| 26 | iii) 15 cm av. Diameter |
| 27 | Labour for driving Jhaw/ Eucalyptus bullah piles by monkey in all sorts ofsoil including hoisting and placing piles in position, protecting the pile headwith iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. (iii) 15 cm av. diameter |
| 28 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and crosspieces etc.complete with cost of all materials and carriage to site.(a) Width of thinner end above 10 cm. and less than 15 cm.(i) Jhaw/Eucalyptus. |
| 29 | Supplying to site empty cement polythene bags (capacity 50 kg) in good condition including stacking, incedental charges etc. All complete (capacity 50 kg). |
| 30 | Placing / laying, stone / brick aggregates filled gunny / poly bags on the slope of the bank of the river / sea or the slope of the embankment or in the river bed with all leads etc. complete. |
| 31 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:12:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 32 | Add GST @ 18% (CGST+SGST) |
| 33 | 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 · 10 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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