Shipping Boards / Undertakings / PSU Closing in 20 days TDR #56722534

Tender For Repairing Of Gangra Semaphore Tidal Station With Construction Of A Mast For Fixing Vhf Antenna, Reconstruction Of Pathway, Boundary Wall Fencing Work And Allied Works Inside The Premises Of Compound At Gangra.

Issued by Boards / Undertakings / PSU · Medinipur East, West Bengal
Tender Value
28.10 Lakhs
Estimated cost
Bid Submission
20 Aug 2026
20 days left
EMD
56214
Bank guarantee accepted
Document Fee
1770
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Medinipur East → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Repairing Of Gangra Semaphore Tidal Station With Construction Of A Mast For Fixing Vhf Antenna, Reconstruction Of Pathway, Boundary Wall Fencing Work And Allied Works Inside The Premises Of Compound At Gangra.

BOQ

Name of Work:- REPAIRING OF GANGRA SEMAPHORE TIDAL STATION WITH CONSTRUCTION OF A MAST FOR FIXING VHF ANTENNA, RECONSTRUCTION OF PATHWAY, BOUNDARY WALL FENCING WORK AND ALLIED WORKS INSIDE THE PREMISES OF COMPOUND AT GANGRA.
Sl. No. Item Description
1Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof.
2Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.upto 150 mm.thick.
3Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof.
4Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
5Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth.
6Brick work with 1st class bricks in cement mortar (1:6)(b) In Superstructure, GF
7125 mm. thick brick work with 1st class bricks in Cement mortar (1:4 ) in G.floor.
8Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety.
9Applying epoxy based reactive joining agent for joining the old concrete withfresh concrete to be applied within manufacturer's specified time as permanufacturers specification. (0.4 Kg / m² of concrete surface).
10Cleaning the concrete surface by removing dirt and debris, marking defectivelocations and removing loose concrete by careful stripping untill hard surfaceis exposed, cutting the concrete to regular shape, wire brushing the exposedsurface and removing debris from site complete as per direction of theEngineer - in - Charge.
11Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.a) Pakur Variety.
12Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking outaftercompletion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.
13Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement andupto roof of ground floor/upto 4 m.(II)JSW/JSPL/SHYAM/SRMB/BMASL/ELECTOSTEEL /SSL.
14Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:6 cement mortar. (a) 20 mm thick plaster (Internal surface)(i) In Ground Floor
15Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] With 1:6 cement mortar. (b) 15 mm thick plaster (External)(i) Ground Floor
16Acrylic Distemper to interior wall, ceiling with a coat of solvent basedinterior grade acrylic primer (as per manufacturer's specification)including cleaning and smoothning of surface.Two Coats
17Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat
18Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat). Premium 100% Acrylic Emulsion
19Brick soling with picked jhama bricks including preparation of bed asnecessary with brick joints properly filled in and packed with powderedearth and including necessary cushion of similar material below thesoling (and in between layers when more than one layer is used)completes as per direction.(a) Single brick flat soling (thickness 75 mm.)
20Brick soling with picked jhama bricks including preparation of bed asnecessary with brick joints properly filled in and packed with powderedearth and including necessary cushion of similar material below thesoling (and in between layers when more than one layer is used)completes as per direction.(b) Double brick flat soling (thickness 150 mm.)
21Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand paper etc.
22Priming one coat on timber or plastered surface with synthetic oil bound primr of approved quality including smoothening surfaces by sand papering etc.(This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.)
23Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papring etc.including using of approved putty etc .on the surface if necessary.(a) On timber or plastered surface :With other than hi-gloss of approved quality-Two coats (with any shade except white)
24Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papring etc.including using of approved putty etc .on the surface if necessary. (b) On steel or other metal surface :With other than hi-gloss of approved quality-Two coats (with any shade except white)
25Repairing cracks in floor with cement mortar (1:2) with necessary pigment to match with existing works, including prior cutting and cleaning th cracks as directed.
26Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof.
27Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with ston chips,laid in panels as directed with topping mad with ordinary or white cement (as necessary) and marble dust in proposition (1:2) including smooth finishing and rounding off corners including raking out joints or roughrning of concrete surface and application of cement slurry before flooring works using cement @1.75 kg/sq.m all complete including all materiala and labour.In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted wih ordinary cement). Using grey cement. 25 mm thick
28Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed. (Payment to be made on measurement of portion of roof or wall removed.)(Payment to be made on measurement of portion of roof or wall removed.)
29Asbestos corrugated (Trafford or similar approved quality)sheet (6 mm thick) work (excluding the supporting frame work) fitted and fixed with 9.5mm dia J or L hook -bolt and nuts, limpet and bitumen washers and putty with 150 mm end lap & one corrugation minimum side lap complete.(payment should be made on area of finished work)(a) In roof
30Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts , nuts, washrs etc complete.(a) Close fitting adjustable type.
31Renewing galvanised J or L hook-bolt with nut and with necessary limpet and bitumen washers,putty etc,fitted and fixed complete.(Total lngth of bolt upto 225 mm)(a) 10 mm dia. Bolt.
32Fitting and fixing old pieces of asbestos, G.C.I. or C.I. sheetsor plain sheets including closing old holes with washers andsheet-bolts and nuts, etc. and including fixing the same tosupporting frame with necessary hook-bolts, washers, puttyetc. (excluding cost of sheets). (Payment to be made on areaof finished work.)(ii) With all new fittings including the cost thereof.(a) In roof
33Ordinary Cement Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety Concrete (6mm)
34Supply & Laying 2 mm thick Plastic felt sheet(P.B.M felt 2504 or equivalent brand over flat/slope roof including necessary lapping wherever necessary after taking out old tarfelt & cleaning the Surface throughly.
35Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. Floor. With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. Area of each tile upto 0.09 Sq.m. Coloured decorative
36Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. Wall. With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg / Sq.m. Area of each tile upto 0.09 Sq.m Coloured decorative.
37Holding down bolt with nut including 100 x 100 x 6 mm plate washerat bottom fitted complete and packing the hole with cement concreteor cement grout as directed.(iii) 25 mm dia.(c) 750 mm long
38Z-batten shutters of door and window as per design havings tongued and groovehalf lap jointed as per direction of the Engineer-in-charge including fitting and fixing shutter in position,but excluding the cost of hinges and other fittings in ground floor.(A) Shutter with 25mm thick planks, 19mm thick battens.(i) Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak.
39Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) 40mm X 6mm, 250mm Length.
40Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated.150mm long x 10mm dia. Bolt.
41Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(iii) 75mm. X 40mm. X 1.12mm
42Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(vi) 100mm. X 50mm. X 1.25mm.
43Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S specification (I.S.230/72) fitted and fixed complte:(a) With continuous plate base (Hexagonal/ Round rod)125 mm grip x 12 mm dia rod.
44(A) Iron door ring of approved quality fitted and fixed with nut and washer complete.(i) 50mm dia.
45Ordinary grating bars made of round or square M.S. rods fitted andfixed in holes of window frames etc, complete.In ground floor.(Steel materials will not be issued by the Deptt.)
46Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extrudd section cinforming to I.S specification )I.S.2681/66) fitted and fixed complete.(i) 250mm x 16mm dia bolt.
47Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damages complete. (concrete and brick work for mending damage will be paid separately)(a) Upto area 2.5 Sq.m .
48Provide fit and fix wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.
49Taking out door and window shutters and rehanging the same with old fittings.(a) With new iron screws.
50Easing door and windows.
51Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
52Repairing crack in wall by cement grouting (1 : 2) including widening the crack on the surface (into V section) cleaning and packing the same with cement mortar (1 : 2) and finishing off to match with adjacent surface. (Cement-69 Kg/100 m)
53Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. 250mm long.
54Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately).Small plant of girth of exposed stem upto 75 mm. lift upto 6 mtr.
55Medium size plant of girth of exposed stem above 75 mm. but not exceeding 150 mm. lift upto 6 mtr.
56M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis ofcalculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight offinished structural members or 7% of weight calculated weight of structural members onlyin finished work as per IS specified weight.Payment for gusset, bracket, cleat, rivets,bolts and nuts may be make by adding the actual weight of such items with the weight of with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part thereof. II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/m .
57M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis ofcalculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight offinished structural members or 7% of weight calculated weight of structural members onlyin finished work as per IS specified weight.Payment for gusset, bracket, cleat, rivets,bolts and nuts may be make by adding the actual weight of such items with the weight of with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5kg/m
58Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary.(Payment to be made on the length of individual lines of wire.)
59Supplying, fitting, fixing, Chain link fencing of approved qualitywith R.C.C posts wooden posts or iron posts by means of galvanised \\"C\\" clips to grid of horizontal strands of galvanisedhigh tensile spring steel wire of 12 S.W.G which have to betensioned and fixed to the vertical posts by means of galvanisedspecial clips, bolts and nuts etc.(iii )75 mm. x 75 mm. x 8 g.
60Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T(Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clippedwith two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means ofsecurity fasteners (such as 'C' clips, R.B.T clips etc.)(The rate is exclusive of the cost of posts)
61Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceding 15cm depth and disposal of th rubbish within a lead upto 75m as directed.
62Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(i)Depth of excavation not exceeding 1,500 mm.
63Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately). For exposed work. PVC pipes.15 mm
64Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately). For exposed work. PVC pipes.20 mm
65Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately). For exposed work. PVC pipes.25 mm
66Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately). For exposed work. PVC pipes.40 mm
67Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately). For exposed work. PVC pipes.50 mm
68Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately). For exposed work. PVC pipes.100 mm
69Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings(tested to 21 kg per sq. cm.).15 mm
70Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings(tested to 21 kg per sq. cm.).20 mm
71Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings(tested to 21 kg per sq. cm.).25 mm
72Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings(tested to 21 kg per sq. cm.).32 mm
73Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings(tested to 21 kg per sq. cm.).40 mm
74Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings(tested to 21 kg per sq. cm.).50 mm
75Supplying, fitting and fixing Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar).
76Supplying, fitting and fixing bib cock or stop cock Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).
77Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing). (i) 580 mm X 440 mm
78Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75mm X 75 mm X 75 mm wooden blocks complete. 470 mm X 280 mm X 340 mm
79Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings omplete, C.I. brackets including two coats of painting to bracket etc.
80Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. 550 mm x 400 mm size.
81Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges. 600 mm X 450 mm
82Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer / Engineer's representative. In ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
83Collecting brick bats, broken brick block, debris etc from the slopebank of river and stacking the same at high bank within a lead of 100m and subseauently the same materials required to be dump / laid on any location at slope bend as directed with proper dressing as directed (Payment to be made on stack measurement. Actual quantity will be record after deducting the void from the stack measurement)
84Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment lo be made on measuremen I of finished quantity)
85Providing supplying and making suitable s tack of good qual ty UV stabilized HDPE (Nigh density polyethylene) bags havlng suitable natural dimension (to accommodate river sand not less that 50 Kg & subsequent filling the same with local available river sand weighing (gross wt.) not less than 50 kg per bag, closing the bag by stitching with stitch density of 4-5 stitches per inch with PPMFY Polypropylene multifilament yarn) or equivalent approved sewing thread as per specification, including all labours materials & as directed by the Engineer-In-charge. Specification of HOPE bag:- The raw material should be UV stabilized high density polyethylene (HDPE). The fabric used in manufacturing sacks shall be woven as a tube on circular loom from HDPE tapes having of 2.5mm. The fabric should be thightly woven having crushed tapes. The stiching at bottom should be made with two rows of chain stitch separated by at least 4 mm. The outer stich should be at minimum 7mm apart from outer edge of the sack. The stitching shall be done with single or double fold over seam to a depth of minimum of 25mm, so that the stitches pass through a minimum of four layers of fabric. The material used for stitching shall be HDPE or PP tape and stiching should be uniform without any loose thread or Knot. The completely open mouth of the sack shall be hemmed with a fold of minimum 5 mm and tape shall not fray. The bag should confirm to the relevent specification of IS 14887 (Latest version)Mass per unit area : 106 gm. Per Sq.M. (Min)
86Labour charges for handling, carrying, Placing of sand filled HDPE bags on the proper locations all complete as directed by the Englneer- in-Charge.[N.B. : The rate is inclusive of labour but exclusive of the cost of sand filled HDPE bags which will be paid separately ]
87Supply at site including handling,stackingetc.of steel wire rope 16mm dia. & 6/36 construction fibre main core conforming to IS : 2266/2002. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56722534
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 28.10 Lakhs
LAST DATE 20-08-2026
Authority
Authority Name Kolkata Port Trust
Work Description Tender for Repairing Of Gangra Semaphore Tidal Station With Construction Of A Mast For Fixing Vhf Antenna, Reconstruction Of Pathway, Boundary Wall Fencing Work And Allied Works Inside The Premises Of Compound At Gangra.
Basic Detail
Tender No SMPA/KDS/CIV/T/3054/31
Bidding Type Tender
Location
City Medinipur East
State West Bengal
Key Dates
Publish Date 29 Jul 2026
Submission Date 20 Aug 2026
Open Date 21 Aug 2026
Finance
Tender Value 28.10 Lakhs
Tender Fee 1770
EMD 56214
Exemption Available
Document List
3054upload.pdf
BOQ_966412.xls
e37336a9-ec5b-487f-b57f-d3b50601d439.html
Tendernotice_1.pdf

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Tender Timeline

Jul 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Aug 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

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e37336a9-ec5b-487f-b57f-d3b50601d439.html

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Tendernotice_1.pdf

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