Tender For Construction Of 03 Nos. Jetties At Rabindranath Tagore Shipyard (Erstwhile Main Unit) & 03 Nos. Jetties At Rishi Bankim Shipyard Erstwhile Rbd Unit) Grse Kolkata
Tender Value
Ref. Documents
Estimated cost
Bid Submission
06 Nov 2026
4 days left
EMD
10 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
Kolkata → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 03 Nos. Jetties At Rabindranath Tagore Shipyard (Erstwhile Main Unit) & 03 Nos. Jetties At Rishi Bankim Shipyard Erstwhile Rbd Unit) Grse Kolkata
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Mr. Anukaran J Kandir, Senior Manager (Contract) GRSE Limited Name of Work: CONSTRUCTION OF 03 NOS. JETTIES AT RABINDRANATH TAGORE SHIPYARD (ERSTWHILE MAIN UNIT) & 03 NOS. JETTIES AT RISHI BANKIM SHIPYARD ERSTWHILE RBD UNIT) GRSE KOLKATA E-Tender No.: SCC/AJK/LT/CONSTN OF JETTIES AT GRSE/188/ET-3556. Date-30-10-2026 Name of the Bidder/ Bidding Firm / Company : PRICE BID : ANNEXURE C(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Job Description Item No. Quantity UOM Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency UNIT RATE WITHOUT GSTin INR GST PERCENTAGE(%) GST Amount Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies HSN / SAC Code * Name of Supply State / UT DRGS NO. Name of Supply State / UT Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category SAC CODE Name of Supply State / UT TOTAL AMOUNT without Tax TOTAL AMOUNT With Tax TOTAL AMOUNT In Words |
| 2 | CONSTRUCTION OF SAW MILL JETTY AT RABINDRANATH TAGORE SHIPYARD (erstwhile Main Unit) |
| 3 | PILLING WORKS |
| 4 | Dismantling and removal of the existing steel screw-pile platforms, deck members, steelwork, connecting pathways and associated obstructions (sheds/structure) , including safe sequential removal, segregation of salvageable material and stacking the same within GRSE premises as directed, and disposal of unsalvageable material outside GRSE premises. |
| 5 | Shifting and set up of piling equipment at each piling location for boring and/or piling cast-in-situ piles with necessary staging and providing/removing/fabricating gantry platform arrangement using ISMB/ISMC members for marine piling works including the cost of all materials, labour, lead and lift, fabrication, HOM of machinery etc. complete (upto 1200 mm diameter piles) |
| 6 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 1200dia |
| 7 | 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 inrecommended 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.M-40 Grade |
| 8 | Providing 10mm MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-inCharge. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 10 | CONCRETE WORKS - BEAMS, DECK SLAB, FLOOR |
| 11 | 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 inrecommended 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.M-35 Grade |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Beams |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for floor |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for column, pillars, piers, etc. |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 16 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 17 | BANK PROTECTION AND STONE PITCHING |
| 18 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%). Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge |
| 19 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. |
| 20 | Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering. |
| 22 | Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per designi) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag |
| 23 | Supply of Silver sand at site for filler of Geo-textile bags |
| 24 | UTILITIES LIKE FIRE FIGHTING , WATER SUPPLY ,ELECTRIFICATION & OTHER MISCELLANEOUS JOBS |
| 25 | Supply, installation, testing & commissioning of Mild steel black pipe 200 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 26 | Supply, installation, testing & commissioning of Mild steel black pipe 150 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 27 | Supply, installation, testing & commissioning of Mild steel black pipe 100 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 28 | Supply, fitting and fixing of C.I. sluice valve 200 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 29 | Supply, fitting and fixing of C.I. sluice valve 150 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 30 | Supply, fitting and fixing of C.I. sluice valve 100 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 31 | Supply fitting and fixing of Stainless Steel Single Headed Hydrant Valve, 63mm (2 ½ inch) Female instantaneous Coupling, Oblique type, with Gun Metal Blank cap. ISI marked: as per IS: 5290 Coupling size: 63mm Female single outlet type #A# (Flow: 900 LPM at 7kg/cm2). O.D. 200 mm. I.D. 75 mm.Valve body, Bonnet, Stop Valve, Check Nut and Instantaneous Female Outlet is to be made of Stainless Steel Grade 1 of 4 of IS: 3444 Valve Spindle is to be made of SS confirming to IS: 6603. Hand Wheel is to be made of MS confirming to IS: 1030. Washers, Gaskets are to be made of Rubber confirming to IS: 937. Spring is to be made of SS Wire confirming to IS: 6528. Flange is of 4 holes on 160 mm PCD. |
| 32 | Supplying, fitting and fixing G.I. pipes of 25 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 33 | Supplying, fitting and fixing G.I. pipes of 50 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 34 | Supplying, fitting and fixing gunmetal wheel valve of 25 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 35 | Supplying, fitting and fixing gunmetal wheel valve of 50 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 36 | Supplying, fitting and fixing First-Aid Hose Reel with MS construction epoxy painted in post office Red conforming to IS: 884 (Hose - IS:12585-Type-2) with up to date amendments complete set with supplying the all accessories and fittings |
| 37 | Supply ,fitting and fixxing of SS316 jetty ladder 6 m height with safety cage and suitable fastner |
| 38 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 50 Sq. mm. |
| 39 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 25 Sq. mm. |
| 40 | 1.1kV cable end termination, brass double-compression gland & aluminium lugs, 25 sq.mm (at DB-1, DB-2 + each JB) |
| 41 | Supplying, installation, testing & commissioning of IP65 weatherproof industrial socket-outlet combination unit with inbuilt MCB, 32A, 4-pin, 415V (welding/portable-tool point, near waterfront edge) |
| 42 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board, IP55, wall/pedestal mounted, at existing utility duct at EACH end of jetty (DB-1 & DB-2, dual-end feed/tie-in) |
| 43 | Supplying & fixing hot-dip galvanised perforated GI cable tray incl. supports, surface-mounted along open jetty deck between the two ends (casing continues through existing Utility Duct-2 at each end) |
| 44 | Earthing with GI/copper earth plate, earth pit, funnel & watering pipe, bonded to jetty structure & DB |
| 45 | Supplying & fixing rigid PVC/steel conduit, riser drop from cable tray to each socket-outlet post |
| 46 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 47 | Supplying, Installation, Testing & Commissioning of 250 watt LED Flood Light (System lumen efficacy >135 lm/Watt), powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour Matching) 135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 48 | Supplying and making cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5 Core 50 Sq. mm.(35mm)1.1kV, 50 /25sq.mm (at DB-1, DB-2 + each JB) as required |
| 49 | Supplying, installation, testing & commissioning of IP65 weatherproof & outdoor type industrial socket-outlet combination unit with inbuilt MCB. |
| 50 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board with MCB. |
| 51 | 450 mm width X 50 mm depth X 2.0 mm thickness Perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns). |
| 52 | Earthing with GI earth pipe (40mm Dia 4.5 mtr Long), earth pit, funnel & watering pipe. |
| 53 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 54 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc. 4 C x 1.5 Sq mm 2XY HFFR |
| 55 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 2.5 Sq mm 2XY HFFR |
| 56 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 10 Sq mm 2XY HFFR |
| 57 | Supplying and laying 50 mm X 6 mm GI strip at 0.50 meter below ground/surface as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50 mm) |
| 58 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 59 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - in-charge. |
| 60 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed. |
| 61 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,. All kinds of soil. |
| 62 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth. |
| 63 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 64 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 65 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as perspecifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 66 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 67 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 68 | M.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 one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. |
| 69 | Brick work with 1st class bricks in cement mortar (1:4) |
| 70 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) |
| 71 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) |
| 72 | Plaster (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,With 1:4 cement mortar,15 mm thick plaster |
| 73 | Applying 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 - two coats. |
| 74 | Protective 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 |
| 75 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 76 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white) |
| 77 | BOLLARDS AND FENDERS |
| 78 | Supplying transportation and fixing bollards of 30 tonne capacity in concrete deck in position and filled with M30 concrete as per drawing, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 79 | Supplying and fixing in position galvanised mild steel mooring rings in concrete deck all complete as per drawings, specifications and directions including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 80 | Supply, fitting and fixing in position arch fender- 500H as specified in the drawing with all stainless steel fixing accessories supplied and fixed etc. The stainless steel shall be of suitable grade and specification as required for marine conditions. |
| 81 | Supply, fitting and fixing of in position line pull capacity of 3 tonnes Electric capstain with a maximum operating speed of 12 m/min, controlled through a Variable Speed/VFD system. |
| 82 | CONSTRUCTION OF MAINTENANCE JETTY AT RABINDRANATH TAGORE SHIPYARD (RTS) (erstwhile Main Unit) |
| 83 | PILLING WORKS |
| 84 | Dismantling and removal of the existing steel screw-pile platforms, deck members, steelwork, connecting pathways and associated obstructions (sheds/structure) , including safe sequential removal, segregation of salvageable material and stacking the same within GRSE premises as directed, and disposal of unsalvageable material outside GRSE premises. |
| 85 | Shifting and set up of piling equipment at each piling location for boring and/or piling cast-in-situ piles with necessary staging and providing/removing/fabricating gantry platform arrangement using ISMB/ISMC members for marine piling works including the cost of all materials, labour, lead and lift, fabrication, HOM of machinery etc. complete (upto 1200 mm diameter piles) |
| 86 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 1200dia |
| 87 | 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 inrecommended 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.M-40 Grade |
| 88 | Providing 10mm MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-inCharge. |
| 89 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 90 | CONCRETE WORKS - BEAMS, DECK SLAB, FLOOR |
| 91 | 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 inrecommended 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.M-35 Grade |
| 92 | Centering and shuttering including strutting, propping etc. and removal of form for Beams |
| 93 | Centering and shuttering including strutting, propping etc. and removal of form for floor |
| 94 | Centering and shuttering including strutting, propping etc. and removal of form for column, pillars, piers, etc. |
| 95 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 96 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 97 | BANK PROTECTION AND STONE PITCHING |
| 98 | Providing, laying and driving of Z-type steel sheet piles of approved section modulus and moment of inertia, conforming to relevant IS specifications, including design verification where required, supply of cold-rolled interlocking Z-type piles of specified grade and yield strength, transportation to site, loading, unloading, stacking, handling, pitching in correct line and level, and driving by hydraulic vibratory hammer or impact hammer mounted on suitable crane to the required penetration depth, founding strata, or refusal criteria as per geotechnical investigation report and approved drawings. The work includes installation using guide frames to maintain alignment and verticality tolerance (not exceeding 1 in 200), ensuring proper clutch/interlock engagement for structural continuity and water tightness, monitoring penetration resistance/blow count, splicing by full penetration butt welding where necessary, cutting to required cut-off level, and providing waler beams, tie rods, anchor systems, and capping beam as specified. The rate shall be inclusive of cost of Z-type sheet piles, welding consumables, protective coating if specified, all transportation charges, skilled and unskilled labour, supervisory staff, crane and vibro/impact hammer hire charges, fuel and power consumption, mobilization and demobilization of plant and machinery, testing and inspection, preparation of driving records, safety provisions, wastage, overheads, and contractor’s profit, complete in all respects as per technical specifications and directions of the Engineer-in-Charge. |
| 99 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including scaffolding, smoothening surfaces by sand papering etc. |
| 100 | Applying two coats of anti corrosive EPOXY paint (black) of approved make and brand to MS section only after preparing the surface by rough sand blasting. |
| 101 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%). Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge |
| 102 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. |
| 103 | Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. |
| 104 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering. |
| 105 | Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per designi) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag |
| 106 | Supply of Silver sand at site for filler of Geo-textile bags |
| 107 | UTILITIES LIKE FIRE FIGHTING , WATER SUPPLY ,ELECTRIFICATION & OTHER MISCELLANEOUS JOBS |
| 108 | Supply, installation, testing & commissioning of Mild steel black pipe 200 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 109 | Supply, installation, testing & commissioning of Mild steel black pipe 150 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 110 | Supply, installation, testing & commissioning of Mild steel black pipe 100 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 111 | Supply, fitting and fixing of C.I. sluice valve 200 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 112 | Supply, fitting and fixing of C.I. sluice valve 150 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 113 | Supply, fitting and fixing of C.I. sluice valve 100 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 114 | Supply fitting and fixing of Stainless Steel Single Headed Hydrant Valve, 63mm (2 ½ inch) Female instantaneous Coupling, Oblique type, with Gun Metal Blank cap. ISI marked: as per IS: 5290 Coupling size: 63mm Female single outlet type #A# (Flow: 900 LPM at 7kg/cm2). O.D. 200 mm. I.D. 75 mm.Valve body, Bonnet, Stop Valve, Check Nut and Instantaneous Female Outlet is to be made of Stainless Steel Grade 1 of 4 of IS: 3444 Valve Spindle is to be made of SS confirming to IS: 6603. Hand Wheel is to be made of MS confirming to IS: 1030. Washers, Gaskets are to be made of Rubber confirming to IS: 937. Spring is to be made of SS Wire confirming to IS: 6528. Flange is of 4 holes on 160 mm PCD. |
| 115 | Supplying, fitting and fixing G.I. pipes of 25 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 116 | Supplying, fitting and fixing G.I. pipes of 50 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 117 | Supplying, fitting and fixing gunmetal wheel valve of 25 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 118 | Supplying, fitting and fixing gunmetal wheel valve of 50 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 119 | Supplying, fitting and fixing First-Aid Hose Reel with MS construction epoxy painted in post office Red conforming to IS: 884 (Hose - IS:12585-Type-2) with up to date amendments complete set with supplying the all accessories and fittings |
| 120 | Supply ,fitting and fixxing of SS316 jetty ladder 6 m height with safety cage and suitable fastner |
| 121 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 50 Sq. mm. |
| 122 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 25 Sq. mm. |
| 123 | 1.1kV cable end termination, brass double-compression gland & aluminium lugs, 25 sq.mm (at DB-1, DB-2 + each JB) |
| 124 | Supplying, installation, testing & commissioning of IP65 weatherproof industrial socket-outlet combination unit with inbuilt MCB, 32A, 4-pin, 415V (welding/portable-tool point, near waterfront edge) |
| 125 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board, IP55, wall/pedestal mounted, at existing utility duct at EACH end of jetty (DB-1 & DB-2, dual-end feed/tie-in) |
| 126 | Supplying & fixing hot-dip galvanised perforated GI cable tray incl. supports, surface-mounted along open jetty deck between the two ends (casing continues through existing Utility Duct-2 at each end) |
| 127 | Earthing with GI/copper earth plate, earth pit, funnel & watering pipe, bonded to jetty structure & DB |
| 128 | Supplying & fixing rigid PVC/steel conduit, riser drop from cable tray to each socket-outlet post |
| 129 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 130 | Supplying, Installation, Testing & Commissioning of 250 watt LED Flood Light (System lumen efficacy >135 lm/Watt), powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour Matching) 135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 131 | Supplying and making cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5 Core 50 Sq. mm.(35mm)1.1kV, 50 /25sq.mm (at DB-1, DB-2 + each JB) as required |
| 132 | Supplying, installation, testing & commissioning of IP65 weatherproof & outdoor type industrial socket-outlet combination unit with inbuilt MCB. |
| 133 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board with MCB. |
| 134 | 450 mm width X 50 mm depth X 2.0 mm thickness Perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns). |
| 135 | Earthing with GI earth pipe (40mm Dia 4.5 mtr Long), earth pit, funnel & watering pipe. |
| 136 | Fabricating,supplying and erection of...ms long hot dip Galvanized Conical hot dip 8 arm Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements. 4 m - Top 75 mm and Bottom 115 mm dia |
| 137 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc. 4 C x 1.5 Sq mm 2XY HFFR |
| 138 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 2.5 Sq mm 2XY HFFR |
| 139 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 10 Sq mm 2XY HFFR |
| 140 | Supplying and laying 50 mm X 6 mm GI strip at 0.50 meter below ground/surface as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50 mm) |
| 141 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 142 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - in-charge. |
| 143 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed. |
| 144 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,. All kinds of soil. |
| 145 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth. |
| 146 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 147 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 148 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as perspecifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 149 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 150 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 151 | M.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 one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. |
| 152 | Brick work with 1st class bricks in cement mortar (1:4) |
| 153 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) |
| 154 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) |
| 155 | Plaster (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,With 1:4 cement mortar,15 mm thick plaster |
| 156 | Applying 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 - two coats. |
| 157 | Protective 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 |
| 158 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 159 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white) |
| 160 | BOLLARDS AND FENDERS |
| 161 | Supplying transportation and fixing bollards of 30 tonne capacity in concrete deck in position and filled with M30 concrete as per drawing, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 162 | Supplying and fixing in position galvanised mild steel mooring rings in concrete deck all complete as per drawings, specifications and directions including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 163 | Providing and fixing in position arch fender- 500H as specified in the drawing with all stainless steel fixing accessories supplied and fixed etc. The stainless steel shall be of suitable grade and specification as required for marine conditions. |
| 164 | Providing and fixing in position arch fender- 800H as specified in the drawing with all stainless steel fixing accessories supplied and fixed etc. The stainless steel shall be of suitable grade and specification as required for marine conditions. |
| 165 | Supply, fitting and fixing of in position line pull capacity of 3 tonnes Electric capstain with a maximum operating speed of 12 m/min, controlled through a Variable Speed/VFD system. |
| 166 | CONSTRUCTION OF TEA CANTEEN JETTY AT RABINDRANATH TAGORE SHIPYARD (RTS) (erstwhile Main Unit) |
| 167 | PILLING WORKS |
| 168 | Dismantling and removal of the existing steel screw-pile platforms, deck members, steelwork, connecting pathways and associated obstructions (sheds/structure) , including safe sequential removal, segregation of salvageable material and stacking the same within GRSE premises as directed, and disposal of unsalvageable material outside GRSE premises. |
| 169 | Shifting and set up of piling equipment at each piling location for boring and/or piling cast-in-situ piles with necessary staging and providing/removing/fabricating gantry platform arrangement using ISMB/ISMC members for marine piling works including the cost of all materials, labour, lead and lift, fabrication, HOM of machinery etc. complete (upto 1200 mm diameter piles) |
| 170 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 1200dia |
| 171 | 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 inrecommended 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.M-40 Grade |
| 172 | Providing 10mm MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-inCharge. |
| 173 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 174 | CONCRETE WORKS - BEAMS, DECK SLAB, FLOOR |
| 175 | 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 inrecommended 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.M-35 Grade |
| 176 | Centering and shuttering including strutting, propping etc. and removal of form for Beams |
| 177 | Centering and shuttering including strutting, propping etc. and removal of form for floor |
| 178 | Centering and shuttering including strutting, propping etc. and removal of form for column, pillars, piers, etc. |
| 179 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 180 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 181 | BANK PROTECTION AND STONE PITCHING |
| 182 | Providing, laying and driving of Z-type steel sheet piles of approved section modulus and moment of inertia, conforming to relevant IS specifications, including design verification where required, supply of cold-rolled interlocking Z-type piles of specified grade and yield strength, transportation to site, loading, unloading, stacking, handling, pitching in correct line and level, and driving by hydraulic vibratory hammer or impact hammer mounted on suitable crane to the required penetration depth, founding strata, or refusal criteria as per geotechnical investigation report and approved drawings. The work includes installation using guide frames to maintain alignment and verticality tolerance (not exceeding 1 in 200), ensuring proper clutch/interlock engagement for structural continuity and water tightness, monitoring penetration resistance/blow count, splicing by full penetration butt welding where necessary, cutting to required cut-off level, and providing waler beams, tie rods, anchor systems, and capping beam as specified. The rate shall be inclusive of cost of Z-type sheet piles, welding consumables, protective coating if specified, all transportation charges, skilled and unskilled labour, supervisory staff, crane and vibro/impact hammer hire charges, fuel and power consumption, mobilization and demobilization of plant and machinery, testing and inspection, preparation of driving records, safety provisions, wastage, overheads, and contractor’s profit, complete in all respects as per technical specifications and directions of the Engineer-in-Charge. |
| 183 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including scaffolding, smoothening surfaces by sand papering etc. |
| 184 | Applying two coats of anti corrosive EPOXY paint (black) of approved make and brand to MS section only after preparing the surface by rough sand blasting. |
| 185 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%). Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge |
| 186 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. |
| 187 | Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. |
| 188 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering. |
| 189 | Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per designi) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag |
| 190 | Supply of Silver sand at site for filler of Geo-textile bags |
| 191 | UTILITIES LIKE FIRE FIGHTING , WATER SUPPLY ,ELECTRIFICATION & OTHER MISCELLANEOUS JOBS |
| 192 | Supply, installation, testing & commissioning of Mild steel black pipe 200 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 193 | Supply, installation, testing & commissioning of Mild steel black pipe 150 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 194 | Supply, installation, testing & commissioning of Mild steel black pipe 100 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 195 | Supply, fitting and fixing of C.I. sluice valve 200 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 196 | Supply, fitting and fixing of C.I. sluice valve 150 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 197 | Supply, fitting and fixing of C.I. sluice valve 100 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 198 | Supply fitting and fixing of Stainless Steel Single Headed Hydrant Valve, 63mm (2 ½ inch) Female instantaneous Coupling, Oblique type, with Gun Metal Blank cap. ISI marked: as per IS: 5290 Coupling size: 63mm Female single outlet type #A# (Flow: 900 LPM at 7kg/cm2). O.D. 200 mm. I.D. 75 mm.Valve body, Bonnet, Stop Valve, Check Nut and Instantaneous Female Outlet is to be made of Stainless Steel Grade 1 of 4 of IS: 3444 Valve Spindle is to be made of SS confirming to IS: 6603. Hand Wheel is to be made of MS confirming to IS: 1030. Washers, Gaskets are to be made of Rubber confirming to IS: 937. Spring is to be made of SS Wire confirming to IS: 6528. Flange is of 4 holes on 160 mm PCD. |
| 199 | Supplying, fitting and fixing G.I. pipes of 25 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 200 | Supplying, fitting and fixing G.I. pipes of 50 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 201 | Supplying, fitting and fixing gunmetal wheel valve of 25 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 202 | Supplying, fitting and fixing gunmetal wheel valve of 50 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 203 | Supplying, fitting and fixing First-Aid Hose Reel with MS construction epoxy painted in post office Red conforming to IS: 884 (Hose - IS:12585-Type-2) with up to date amendments complete set with supplying the all accessories and fittings |
| 204 | Supply ,fitting and fixxing of SS316 jetty ladder 6 m height with safety cage and suitable fastner |
| 205 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 50 Sq. mm |
| 206 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 25 Sq. mm |
| 207 | 1.1kV cable end termination, brass double-compression gland & aluminium lugs, 25 sq.mm (at DB-1, DB-2 + each JB) |
| 208 | Supplying, installation, testing & commissioning of IP65 weatherproof industrial socket-outlet combination unit with inbuilt MCB, 32A, 4-pin, 415V (welding/portable-tool point, near waterfront edge) |
| 209 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board, IP55, wall/pedestal mounted, at existing utility duct at EACH end of jetty (DB-1 & DB-2, dual-end feed/tie-in) |
| 210 | Supplying & fixing hot-dip galvanised perforated GI cable tray incl. supports, surface-mounted along open jetty deck between the two ends (casing continues through existing Utility Duct-2 at each end) |
| 211 | Earthing with GI/copper earth plate, earth pit, funnel & watering pipe, bonded to jetty structure & DB |
| 212 | Supplying & fixing rigid PVC/steel conduit, riser drop from cable tray to each socket-outlet post |
| 213 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 214 | Supplying, Installation, Testing & Commissioning of 250 watt LED Flood Light (System lumen efficacy >135 lm/Watt), powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour Matching) 135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 215 | Supplying and making cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5 Core 50 Sq. mm.(35mm)1.1kV, 50 /25sq.mm (at DB-1, DB-2 + each JB) as required |
| 216 | Supplying, installation, testing & commissioning of IP65 weatherproof & outdoor type industrial socket-outlet combination unit with inbuilt MCB, 32A, 4-Pole, 415V (welding/portable-tool point, near waterfront edge) |
| 217 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board with MCB(Amp rating as required -For Lighting Minimum 6A and Power 40A ,IP65 with canopy, wall/pedestal mounted, at existing utility duct at EACH end of jetty (DB-1 & DB-2, dual-end feed/tie-in) |
| 218 | 450 mm width X 50 mm depth X 2.0 mm thickness Perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, i/c base of suitable size GI angle, GI bolts & nuts, fastner,bends,Tee etc as required. |
| 219 | Earthing with GI earth pipe (40mm Dia 4.5 mtr Long), earth pit, funnel & watering pipe,ncluding accessories, and providing masonry enclosure with cover plate arrangement and watering pipe etc. with charcoal/ coke and salt as required. bonded to jetty structure & DB |
| 220 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip 8 arm Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 221 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc, complete (Confirming to IS 7098 (Part-1) 1988 (Make:- LAP / Fenolex / Havells/KEI/KEC Asian/Polycab/APAR) 4 C x 1.5 Sq mm 2XY HFFR |
| 222 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc, complete (Confirming to IS 7098 (Part-1) 1988 (Make:- LAP / Fenolex / Havells/KEI/KEC Asian/Polycab/APAR) 4 C x 2.5 Sq mm 2XY HFFR |
| 223 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc, complete (Confirming to IS 7098 (Part-1) 1988 (Make:- LAP / Fenolex / Havells/KEI/KEC Asian/Polycab/APAR) 4 C x 10 Sq mm 2XY HFFR |
| 224 | Supplying and laying 50 mm X 6 mm GI strip at 0.50 meter below ground/surface as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50 mm) |
| 225 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 226 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - in-charge. |
| 227 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed. |
| 228 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,. All kinds of soil. |
| 229 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth. |
| 230 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 231 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 232 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as perspecifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 233 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 234 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 235 | M.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 one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. |
| 236 | Brick work with 1st class bricks in cement mortar (1:4) |
| 237 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) |
| 238 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) |
| 239 | Plaster (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,With 1:4 cement mortar,15 mm thick plaster |
| 240 | Applying 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 - two coats. |
| 241 | Protective 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 |
| 242 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 243 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white) |
| 244 | BOLLARDS AND FENDERS |
| 245 | Supplying transportation and fixing bollards of 30 tonne capacity in concrete deck in position and filled with M30 concrete as per drawing, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 246 | Supplying and fixing in position galvanised mild steel mooring rings in concrete deck all complete as per drawings, specifications and directions including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 247 | Providing and fixing in position arch fender- 800H as specified in the drawing with all stainless steel fixing accessories supplied and fixed etc. The stainless steel shall be of suitable grade and specification as required for marine conditions. |
| 248 | Supply, fitting and fixing of in position line pull capacity of 3 tonnes Electric capstain with a maximum operating speed of 12 m/min, controlled through a Variable Speed/VFD system. |
| 249 | CONSTRUCTION OF GANGA JETTY AT RISHI BANKIM SHIPYARD (RBS) (erstwhile RBD Unit) |
| 250 | PILLING WORKS |
| 251 | Dismantling and removal of the existing steel screw-pile platforms, deck members, steelwork, connecting pathways and associated obstructions (sheds/structure) , including safe sequential removal, segregation of salvageable material and stacking the same within GRSE premises as directed, and disposal of unsalvageable material outside GRSE premises. |
| 252 | Shifting and set up of piling equipment at each piling location for boring and/or piling cast-in-situ piles with necessary staging and providing/removing/fabricating gantry platform arrangement using ISMB/ISMC members for marine piling works including the cost of all materials, labour, lead and lift, fabrication, HOM of machinery etc. complete (upto 1200 mm diameter piles) |
| 253 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 1200dia |
| 254 | 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 inrecommended 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.M-40 Grade |
| 255 | Providing 10mm MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-inCharge. |
| 256 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 257 | CONCRETE WORKS - BEAMS, DECK SLAB, FLOOR |
| 258 | 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 inrecommended 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.M-35 Grade |
| 259 | Centering and shuttering including strutting, propping etc. and removal of form for Beams |
| 260 | Centering and shuttering including strutting, propping etc. and removal of form for floor |
| 261 | Centering and shuttering including strutting, propping etc. and removal of form for column, pillars, piers, etc. |
| 262 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 263 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 264 | BANK PROTECTION AND STONE PITCHING |
| 265 | Providing, laying and driving of Z-type steel sheet piles of approved section modulus and moment of inertia, conforming to relevant IS specifications, including design verification where required, supply of cold-rolled interlocking Z-type piles of specified grade and yield strength, transportation to site, loading, unloading, stacking, handling, pitching in correct line and level, and driving by hydraulic vibratory hammer or impact hammer mounted on suitable crane to the required penetration depth, founding strata, or refusal criteria as per geotechnical investigation report and approved drawings. The work includes installation using guide frames to maintain alignment and verticality tolerance (not exceeding 1 in 200), ensuring proper clutch/interlock engagement for structural continuity and water tightness, monitoring penetration resistance/blow count, splicing by full penetration butt welding where necessary, cutting to required cut-off level, and providing waler beams, tie rods, anchor systems, and capping beam as specified. The rate shall be inclusive of cost of Z-type sheet piles, welding consumables, protective coating if specified, all transportation charges, skilled and unskilled labour, supervisory staff, crane and vibro/impact hammer hire charges, fuel and power consumption, mobilization and demobilization of plant and machinery, testing and inspection, preparation of driving records, safety provisions, wastage, overheads, and contractor’s profit, complete in all respects as per technical specifications and directions of the Engineer-in-Charge. |
| 266 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including scaffolding, smoothening surfaces by sand papering etc. |
| 267 | Applying two coats of anti corrosive EPOXY paint (black) of approved make and brand to MS section only after preparing the surface by rough sand blasting. |
| 268 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%). Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge |
| 269 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. |
| 270 | Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. |
| 271 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering. |
| 272 | Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per designi) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag |
| 273 | Supply of Silver sand at site for filler of Geo-textile bags |
| 274 | UTILITIES LIKE FIRE FIGHTING , WATER SUPPLY ,ELECTRIFICATION & OTHER MISCELLANEOUS JOBS |
| 275 | Supply, installation, testing & commissioning of Mild steel black pipe 200 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 276 | Supply, installation, testing & commissioning of Mild steel black pipe 150 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 277 | Supply, installation, testing & commissioning of Mild steel black pipe 100 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 278 | Supply, fitting and fixing of C.I. sluice valve 200 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 279 | Supply, fitting and fixing of C.I. sluice valve 150 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 280 | Supply, fitting and fixing of C.I. sluice valve 100 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 281 | Supply fitting and fixing of Stainless Steel Single Headed Hydrant Valve, 63mm (2 ½ inch) Female instantaneous Coupling, Oblique type, with Gun Metal Blank cap. ISI marked: as per IS: 5290 Coupling size: 63mm Female single outlet type #A# (Flow: 900 LPM at 7kg/cm2). O.D. 200 mm. I.D. 75 mm.Valve body, Bonnet, Stop Valve, Check Nut and Instantaneous Female Outlet is to be made of Stainless Steel Grade 1 of 4 of IS: 3444 Valve Spindle is to be made of SS confirming to IS: 6603. Hand Wheel is to be made of MS confirming to IS: 1030. Washers, Gaskets are to be made of Rubber confirming to IS: 937. Spring is to be made of SS Wire confirming to IS: 6528. Flange is of 4 holes on 160 mm PCD. |
| 282 | Supplying, fitting and fixing G.I. pipes of 25 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 283 | Supplying, fitting and fixing G.I. pipes of 50 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 284 | Supplying, fitting and fixing gunmetal wheel valve of 25 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 285 | Supplying, fitting and fixing gunmetal wheel valve of 50 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 286 | Supplying, fitting and fixing First-Aid Hose Reel with MS construction epoxy painted in post office Red conforming to IS: 884 (Hose - IS:12585-Type-2) with up to date amendments complete set with supplying the all accessories and fittings |
| 287 | Supply ,fitting and fixxing of SS316 jetty ladder 6 m height with safety cage and suitable fastner |
| 288 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 50 Sq. mm. |
| 289 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 25 Sq. mm. |
| 290 | 1.1kV cable end termination, brass double-compression gland & aluminium lugs, 25 sq.mm (at DB-1, DB-2 + each JB) |
| 291 | Supplying, installation, testing & commissioning of IP65 weatherproof industrial socket-outlet combination unit with inbuilt MCB, 32A, 4-pin, 415V (welding/portable-tool point, near waterfront edge) |
| 292 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board, IP55, wall/pedestal mounted, at existing utility duct at EACH end of jetty (DB-1 & DB-2, dual-end feed/tie-in) |
| 293 | Supplying & fixing hot-dip galvanised perforated GI cable tray incl. supports, surface-mounted along open jetty deck between the two ends (casing continues through existing Utility Duct-2 at each end) |
| 294 | Earthing with GI/copper earth plate, earth pit, funnel & watering pipe, bonded to jetty structure & DB |
| 295 | Supplying & fixing rigid PVC/steel conduit, riser drop from cable tray to each socket-outlet post |
| 296 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 297 | Supplying, Installation, Testing & Commissioning of 250 watt LED Flood Light (System lumen efficacy >135 lm/Watt), powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour Matching) 135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 298 | Supplying and making cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5 Core 50 Sq. mm.(35mm)1.1kV, 50 /25sq.mm (at DB-1, DB-2 + each JB) as required |
| 299 | Supplying, installation, testing & commissioning of IP65 weatherproof & outdoor type industrial socket-outlet combination unit with inbuilt MCB. |
| 300 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board with MCB. |
| 301 | 450 mm width X 50 mm depth X 2.0 mm thickness Perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns). |
| 302 | Earthing with GI earth pipe (40mm Dia 4.5 mtr Long), earth pit, funnel & watering pipe. |
| 303 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 304 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc. 4 C x 1.5 Sq mm 2XY HFFR |
| 305 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 2.5 Sq mm 2XY HFFR |
| 306 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 10 Sq mm 2XY HFFR |
| 307 | Supplying and laying 50 mm X 6 mm GI strip at 0.50 meter below ground/surface as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50 mm) |
| 308 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 309 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - in-charge. |
| 310 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed. |
| 311 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,. All kinds of soil. |
| 312 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth. |
| 313 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 314 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 315 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as perspecifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 316 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 317 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 318 | M.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 one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. |
| 319 | Brick work with 1st class bricks in cement mortar (1:4) |
| 320 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) |
| 321 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) |
| 322 | Plaster (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,With 1:4 cement mortar,15 mm thick plaster |
| 323 | Applying 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 - two coats. |
| 324 | Protective 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 |
| 325 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 326 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white) |
| 327 | BOLLARDS AND FENDERS |
| 328 | Supplying transportation and fixing bollards of 30 tonne capacity in concrete deck in position and filled with M30 concrete as per drawing, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 329 | Supplying and fixing in position galvanised mild steel mooring rings in concrete deck all complete as per drawings, specifications and directions including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 330 | Providing and fixing in position arch fender- 600H as specified in the drawing with all stainless steel fixing accessories supplied and fixed etc. The stainless steel shall be of suitable grade and specification as required for marine conditions. |
| 331 | Supply, fitting and fixing of in position line pull capacity of 3 tonnes Electric capstain with a maximum operating speed of 12 m/min, controlled through a Variable Speed/VFD system. |
| 332 | CONSTRUCTION OF HOOGHLY JETTY AT RISHI BANKIM SHIPYARD (RBS) (erstwhile RBD Unit) |
| 333 | PILLING WORKS |
| 334 | Dismantling and removal of the existing steel screw-pile platforms, deck members, steelwork, connecting pathways and associated obstructions (sheds/structure) , including safe sequential removal, segregation of salvageable material and stacking the same within GRSE premises as directed, and disposal of unsalvageable material outside GRSE premises. |
| 335 | Shifting and set up of piling equipment at each piling location for boring and/or piling cast-in-situ piles with necessary staging and providing/removing/fabricating gantry platform arrangement using ISMB/ISMC members for marine piling works including the cost of all materials, labour, lead and lift, fabrication, HOM of machinery etc. complete (upto 1200 mm diameter piles) |
| 336 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 1200dia |
| 337 | 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 inrecommended 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.M-40 Grade |
| 338 | Providing 10mm MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-inCharge. |
| 339 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 340 | CONCRETE WORKS - BEAMS, DECK SLAB, FLOOR |
| 341 | 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 inrecommended 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.M-35 Grade |
| 342 | Centering and shuttering including strutting, propping etc. and removal of form for Beams |
| 343 | Centering and shuttering including strutting, propping etc. and removal of form for floor |
| 344 | Centering and shuttering including strutting, propping etc. and removal of form for column, pillars, piers, etc. |
| 345 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 346 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 347 | BANK PROTECTION AND STONE PITCHING |
| 348 | Providing, laying and driving of Z-type steel sheet piles of approved section modulus and moment of inertia, conforming to relevant IS specifications, including design verification where required, supply of cold-rolled interlocking Z-type piles of specified grade and yield strength, transportation to site, loading, unloading, stacking, handling, pitching in correct line and level, and driving by hydraulic vibratory hammer or impact hammer mounted on suitable crane to the required penetration depth, founding strata, or refusal criteria as per geotechnical investigation report and approved drawings. The work includes installation using guide frames to maintain alignment and verticality tolerance (not exceeding 1 in 200), ensuring proper clutch/interlock engagement for structural continuity and water tightness, monitoring penetration resistance/blow count, splicing by full penetration butt welding where necessary, cutting to required cut-off level, and providing waler beams, tie rods, anchor systems, and capping beam as specified. The rate shall be inclusive of cost of Z-type sheet piles, welding consumables, protective coating if specified, all transportation charges, skilled and unskilled labour, supervisory staff, crane and vibro/impact hammer hire charges, fuel and power consumption, mobilization and demobilization of plant and machinery, testing and inspection, preparation of driving records, safety provisions, wastage, overheads, and contractor’s profit, complete in all respects as per technical specifications and directions of the Engineer-in-Charge. |
| 349 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including scaffolding, smoothening surfaces by sand papering etc. |
| 350 | Applying two coats of anti corrosive EPOXY paint (black) of approved make and brand to MS section only after preparing the surface by rough sand blasting. |
| 351 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%). Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge |
| 352 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. |
| 353 | Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. |
| 354 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering. |
| 355 | Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per designi) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag |
| 356 | Supply of Silver sand at site for filler of Geo-textile bags |
| 357 | UTILITIES LIKE FIRE FIGHTING , WATER SUPPLY ,ELECTRIFICATION & OTHER MISCELLANEOUS JOBS |
| 358 | Supply, installation, testing & commissioning of Mild steel black pipe 200 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 359 | Supply, installation, testing & commissioning of Mild steel black pipe 150 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 360 | Supply, installation, testing & commissioning of Mild steel black pipe 100 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 361 | Supply, fitting and fixing of C.I. sluice valve 200 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 362 | Supply, fitting and fixing of C.I. sluice valve 150 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 363 | Supply, fitting and fixing of C.I. sluice valve 100 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 364 | Supply fitting and fixing of Stainless Steel Single Headed Hydrant Valve, 63mm (2 ½ inch) Female instantaneous Coupling, Oblique type, with Gun Metal Blank cap. ISI marked: as per IS: 5290 Coupling size: 63mm Female single outlet type #A# (Flow: 900 LPM at 7kg/cm2). O.D. 200 mm. I.D. 75 mm.Valve body, Bonnet, Stop Valve, Check Nut and Instantaneous Female Outlet is to be made of Stainless Steel Grade 1 of 4 of IS: 3444 Valve Spindle is to be made of SS confirming to IS: 6603. Hand Wheel is to be made of MS confirming to IS: 1030. Washers, Gaskets are to be made of Rubber confirming to IS: 937. Spring is to be made of SS Wire confirming to IS: 6528. Flange is of 4 holes on 160 mm PCD. |
| 365 | Supplying, fitting and fixing G.I. pipes of 25 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 366 | Supplying, fitting and fixing G.I. pipes of 50 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 367 | Supplying, fitting and fixing gunmetal wheel valve of 25 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 368 | Supplying, fitting and fixing gunmetal wheel valve of 50 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 369 | Supplying, fitting and fixing First-Aid Hose Reel with MS construction epoxy painted in post office Red conforming to IS: 884 (Hose - IS:12585-Type-2) with up to date amendments complete set with supplying the all accessories and fittings |
| 370 | Supply ,fitting and fixxing of SS316 jetty ladder 6 m height with safety cage and suitable fastner |
| 371 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 50 Sq. mm |
| 372 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 25 Sq. mm |
| 373 | 1.1kV cable end termination, brass double-compression gland & aluminium lugs, 25 sq.mm (at DB-1, DB-2 + each JB) |
| 374 | Supplying, installation, testing & commissioning of IP65 weatherproof industrial socket-outlet combination unit with inbuilt MCB, 32A, 4-pin, 415V (welding/portable-tool point, near waterfront edge) |
| 375 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board, IP55, wall/pedestal mounted, at existing utility duct at EACH end of jetty (DB-1 & DB-2, dual-end feed/tie-in) |
| 376 | Supplying & fixing hot-dip galvanised perforated GI cable tray incl. supports, surface-mounted along open jetty deck between the two ends (casing continues through existing Utility Duct-2 at each end) |
| 377 | Earthing with GI/copper earth plate, earth pit, funnel & watering pipe, bonded to jetty structure & DB |
| 378 | Supplying & fixing rigid PVC/steel conduit, riser drop from cable tray to each socket-outlet post |
| 379 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 380 | Supplying, Installation, Testing & Commissioning of 250 watt LED Flood Light (System lumen efficacy >135 lm/Watt), powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour Matching) 135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 381 | Supplying and making cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5 Core 50 Sq. mm.(35mm)1.1kV, 50 /25sq.mm (at DB-1, DB-2 + each JB) as required |
| 382 | Supplying, installation, testing & commissioning of IP65 weatherproof & outdoor type industrial socket-outlet combination unit with inbuilt MCB. |
| 383 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board with MCB. |
| 384 | 450 mm width X 50 mm depth X 2.0 mm thickness Perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns). |
| 385 | Earthing with GI earth pipe (40mm Dia 4.5 mtr Long), earth pit, funnel & watering pipe. |
| 386 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 387 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc. 4 C x 1.5 Sq mm 2XY HFFR |
| 388 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 2.5 Sq mm 2XY HFFR |
| 389 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 10 Sq mm 2XY HFFR |
| 390 | Supplying and laying 50 mm X 6 mm GI strip at 0.50 meter below ground/surface as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50 mm) |
| 391 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 392 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - in-charge. |
| 393 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed. |
| 394 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,. All kinds of soil. |
| 395 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth. |
| 396 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 397 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 398 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as perspecifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 399 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 400 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 401 | M.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 one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. |
| 402 | Brick work with 1st class bricks in cement mortar (1:4) |
| 403 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) |
| 404 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) |
| 405 | Plaster (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,With 1:4 cement mortar,15 mm thick plaster |
| 406 | Applying 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 - two coats. |
| 407 | Protective 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 |
| 408 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 409 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white) |
| 410 | BOLLARDS AND FENDERS |
| 411 | Supplying transportation and fixing bollards of 30 tonne capacity in concrete deck in position and filled with M30 concrete as per drawing, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 412 | Supplying and fixing in position galvanised mild steel mooring rings in concrete deck all complete as per drawings, specifications and directions including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 413 | Providing and fixing in position arch fender- 600H as specified in the drawing with all stainless steel fixing accessories supplied and fixed etc. The stainless steel shall be of suitable grade and specification as required for marine conditions. |
| 414 | Supply, fitting and fixing of in position line pull capacity of 3 tonnes Electric capstain with a maximum operating speed of 12 m/min, controlled through a Variable Speed/VFD system. |
| 415 | CONSTRUCTION OF MI JETTY AT RISHI BANKIM SHIPYARD (RBS)(erstwhile RBD Unit) |
| 416 | PILLING WORKS |
| 417 | Dismantling and removal of the existing steel screw-pile platforms, deck members, steelwork, connecting pathways and associated obstructions (sheds/structure) , including safe sequential removal, segregation of salvageable material and stacking the same within GRSE premises as directed, and disposal of unsalvageable material outside GRSE premises. |
| 418 | Shifting and set up of piling equipment at each piling location for boring and/or piling cast-in-situ piles with necessary staging and providing/removing/fabricating gantry platform arrangement using ISMB/ISMC members for marine piling works including the cost of all materials, labour, lead and lift, fabrication, HOM of machinery etc. complete (upto 1200 mm diameter piles) |
| 419 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-40 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 1200dia |
| 420 | 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 inrecommended 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.M-40 Grade |
| 421 | Providing 10mm MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-inCharge. |
| 422 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 423 | CONCRETE WORKS - BEAMS, DECK SLAB, FLOOR |
| 424 | 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 inrecommended 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.M-35 Grade |
| 425 | Centering and shuttering including strutting, propping etc. and removal of form for Beams |
| 426 | Centering and shuttering including strutting, propping etc. and removal of form for floor |
| 427 | Centering and shuttering including strutting, propping etc. and removal of form for column, pillars, piers, etc. |
| 428 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 429 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 430 | BANK PROTECTION AND STONE PITCHING |
| 431 | Providing, laying and driving of Z-type steel sheet piles of approved section modulus and moment of inertia, conforming to relevant IS specifications, including design verification where required, supply of cold-rolled interlocking Z-type piles of specified grade and yield strength, transportation to site, loading, unloading, stacking, handling, pitching in correct line and level, and driving by hydraulic vibratory hammer or impact hammer mounted on suitable crane to the required penetration depth, founding strata, or refusal criteria as per geotechnical investigation report and approved drawings. The work includes installation using guide frames to maintain alignment and verticality tolerance (not exceeding 1 in 200), ensuring proper clutch/interlock engagement for structural continuity and water tightness, monitoring penetration resistance/blow count, splicing by full penetration butt welding where necessary, cutting to required cut-off level, and providing waler beams, tie rods, anchor systems, and capping beam as specified. The rate shall be inclusive of cost of Z-type sheet piles, welding consumables, protective coating if specified, all transportation charges, skilled and unskilled labour, supervisory staff, crane and vibro/impact hammer hire charges, fuel and power consumption, mobilization and demobilization of plant and machinery, testing and inspection, preparation of driving records, safety provisions, wastage, overheads, and contractor’s profit, complete in all respects as per technical specifications and directions of the Engineer-in-Charge. |
| 432 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including scaffolding, smoothening surfaces by sand papering etc. |
| 433 | Applying two coats of anti corrosive EPOXY paint (black) of approved make and brand to MS section only after preparing the surface by rough sand blasting. |
| 434 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%). Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge |
| 435 | Supplying at site and laying in position UV stabilized polypropylene woven geotextile of 430 gsm as filter, as per specification, including cost of preparing the bed, placing the geotextile as per profile with at least 15cm lapping, wherever required and anchorage at top, sewing / welding the overlapped portion, storage and transportation by all means, complete as per direction of the Engineer-in-charge. Note: 1. Payment to be made on measurement of finished surface without lapping, but including anchoring length at top.2. Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.7.7, 2.7.9 and 2.7.10 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification & Special Terms & Conditions for Geotextile” in case of use of this item in the estimate.3. This particular item is to be used in special cases, either in continuation of previous usage or after offering adequate justification from techno-economical angles. |
| 436 | Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn including cost of transportation by all means and other incidental charges complete. |
| 437 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering. |
| 438 | Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per designi) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag |
| 439 | Supply of Silver sand at site for filler of Geo-textile bags |
| 440 | UTILITIES LIKE FIRE FIGHTING , WATER SUPPLY ,ELECTRIFICATION & OTHER MISCELLANEOUS JOBS |
| 441 | Supply, installation, testing & commissioning of Mild steel black pipe 200 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 442 | Supply, installation, testing & commissioning of Mild steel black pipe 150 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 443 | Supply, installation, testing & commissioning of Mild steel black pipe 100 mm dia NB (IS:1239 Part-I) heavy class including cutting, screwing, welding etc. complete with drop forged steel / butt welded fittings viz. tees, bends, elbows, flanges, reducers, clamps hangers etc. including cutting holes and chases in brick or RCC walls/ slabs, necessary stagging & scaffolding , painting with one coat of primer and two or more coats of synthetic enamel paint of approved make and shade. Pipes in wall chases shall be protected from corrosion by 2 coats of bituminous paint. The underground pipes shall be protected by antirust coating and wrapping. The coating and wrapping shall be done in general as per IS-10221-1982. |
| 444 | Supply, fitting and fixing of C.I. sluice valve 200 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 445 | Supply, fitting and fixing of C.I. sluice valve 150 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 446 | Supply, fitting and fixing of C.I. sluice valve 100 mm dia with flanged ends drilled to as per I.S. 1358/62 and having all cast iron components as per I.S. 780/71 solid forged bronze inside screw spindle having ultimate tensile strength not less than 4.72 MT per sq. cm. Spindle nut valve and seat faces of hard wear resisting,manufactured from best quality gunmetal conforming to I.S. 780/71, painted black all over with asphalt base paint tested to 21 kg (hydraulic pressure) per sq. cm., valve opening to anticlockwise direction, fitted and fixed complete |
| 447 | Supply fitting and fixing of Stainless Steel Single Headed Hydrant Valve, 63mm (2 ½ inch) Female instantaneous Coupling, Oblique type, with Gun Metal Blank cap. ISI marked: as per IS: 5290 Coupling size: 63mm Female single outlet type #A# (Flow: 900 LPM at 7kg/cm2). O.D. 200 mm. I.D. 75 mm.Valve body, Bonnet, Stop Valve, Check Nut and Instantaneous Female Outlet is to be made of Stainless Steel Grade 1 of 4 of IS: 3444 Valve Spindle is to be made of SS confirming to IS: 6603. Hand Wheel is to be made of MS confirming to IS: 1030. Washers, Gaskets are to be made of Rubber confirming to IS: 937. Spring is to be made of SS Wire confirming to IS: 6528. Flange is of 4 holes on 160 mm PCD. |
| 448 | Supplying, fitting and fixing G.I. pipes of 25 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 449 | Supplying, fitting and fixing G.I. pipes of 50 mm dia medium quality make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbow, 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. |
| 450 | Supplying, fitting and fixing gunmetal wheel valve of 25 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 451 | Supplying, fitting and fixing gunmetal wheel valve of 50 mm dia approved brand and make tested to 21 kg per sq. cm. (for water lines only). |
| 452 | Supplying, fitting and fixing First-Aid Hose Reel with MS construction epoxy painted in post office Red conforming to IS: 884 (Hose - IS:12585-Type-2) with up to date amendments complete set with supplying the all accessories and fittings |
| 453 | Supply ,fitting and fixxing of SS316 jetty ladder 6 m height with safety cage and suitable fastner |
| 454 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 50 Sq. mm |
| 455 | Supply, testing, Laying and commissioning of following type of 1100V grade XLPE insulated, armoured aluminium cable as per specification and SLD 3.5 Core 25 Sq. mm |
| 456 | 1.1kV cable end termination, brass double-compression gland & aluminium lugs, 25 sq.mm (at DB-1, DB-2 + each JB) |
| 457 | Supplying, installation, testing & commissioning of IP65 weatherproof industrial socket-outlet combination unit with inbuilt MCB, 32A, 4-pin, 415V (welding/portable-tool point, near waterfront edge) |
| 458 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board, IP55, wall/pedestal mounted, at existing utility duct at EACH end of jetty (DB-1 & DB-2, dual-end feed/tie-in) |
| 459 | Supplying & fixing hot-dip galvanised perforated GI cable tray incl. supports, surface-mounted along open jetty deck between the two ends (casing continues through existing Utility Duct-2 at each end) |
| 460 | Earthing with GI/copper earth plate, earth pit, funnel & watering pipe, bonded to jetty structure & DB |
| 461 | Supplying & fixing rigid PVC/steel conduit, riser drop from cable tray to each socket-outlet post |
| 462 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 463 | Supplying, Installation, Testing & Commissioning of 250 watt LED Flood Light (System lumen efficacy >135 lm/Watt), powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour Matching) 135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). |
| 464 | Supplying and making cable end termination with brass double compression gland and aluminium lugs for following size of PVC insulated XLPE Al. Ar. Cable of 1.1 KV grade as required. 3.5 Core 50 Sq. mm.(35mm)1.1kV, 50 /25sq.mm (at DB-1, DB-2 + each JB) as required |
| 465 | Supplying, installation, testing & commissioning of IP65 weatherproof & outdoor type industrial socket-outlet combination unit with inbuilt MCB. |
| 466 | Supplying, installation, testing & commissioning of TPN MCB Distribution Board with MCB. |
| 467 | 450 mm width X 50 mm depth X 2.0 mm thickness Perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns). |
| 468 | Earthing with GI earth pipe (40mm Dia 4.5 mtr Long), earth pit, funnel & watering pipe. |
| 469 | Fabricating,supplying and erectionof...ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCB sasper IS specifications suitable to with stand the wind speed of 47 m/s for.......m Poleinsing lesection and single join twelded as per IS9595/IS10178 AWS having dimensions bottom.....mm, top... mm with 3 mm thick, suitable base plate and 4 Nos of.........long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65 micron asper ASTM-A123and153etc.,(excluding foundation) as per drawing appended. 4 m - Top 75 mm and Bottom 115 mm dia |
| 470 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc. 4 C x 1.5 Sq mm 2XY HFFR |
| 471 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 2.5 Sq mm 2XY HFFR |
| 472 | Supply, laying, testing of 1100V grade copper conductor XLPE insulated sheathed Armoure cable for various Lighting power supply, including cable tie,end termination with cable gland, cable lugs, 20/25 mm dia steel conduit of 2 mm thick etc.4 C x 10 Sq mm 2XY HFFR |
| 473 | Supplying and laying 50 mm X 6 mm GI strip at 0.50 meter below ground/surface as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50 mm) |
| 474 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 475 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - in-charge. |
| 476 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed. |
| 477 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed,. All kinds of soil. |
| 478 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth. |
| 479 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). |
| 480 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 481 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as perspecifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 482 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 483 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 484 | M.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 one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. |
| 485 | Brick work with 1st class bricks in cement mortar (1:4) |
| 486 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) |
| 487 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) |
| 488 | Plaster (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,With 1:4 cement mortar,15 mm thick plaster |
| 489 | Applying 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 - two coats. |
| 490 | Protective 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 |
| 491 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 492 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary, On steel or other metal surface, With other than hi-gloss of approved quality,Two coats (with any shade except white) |
| 493 | BOLLARDS AND FENDERS |
| 494 | Supplying transportation and fixing bollards of 30 tonne capacity in concrete deck in position and filled with M30 concrete as per drawing, including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 495 | Supplying and fixing in position galvanised mild steel mooring rings in concrete deck all complete as per drawings, specifications and directions including cost of all materials, labour complete as per specificaitons with all leads, lifts, loading , curing, unloading and incidental charges of all materials, labour and machineries etc., complete and as directed by the Engineer-in-charge of work. |
| 496 | Providing and fixing in position arch fender- 500H as specified in the drawing with all stainless steel fixing accessories supplied and fixed etc. The stainless steel shall be of suitable grade and specification as required for marine conditions. |
| 497 | Supply, fitting and fixing of in position line pull capacity of 3 tonnes Electric capstain with a maximum operating speed of 12 m/min, controlled through a Variable Speed/VFD system. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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