West Bengal Transport Infrastructure Development Corporation Limited has published Tender For Construction / Reconstruction Of Gangway Cum Pontoon Jetty Satisfying Shipbuilding Practice & Statutory Authority Requirements Including R.C.C Cast In Situ Bored Pile,/Rail Pile In The Tidal Condition Of The River Including Yoke Staging Platfor. Submission Date for this Tender is 03-02-2024. Bridge Work Tenders in kolkata West Bengal. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 25-Jan-2024 | Corrigendum 1 | Date | 03-02-2024 |
| 2 | 27-Jan-2024 | Corrigendum2 | Other | 03-02-2024 |
| Sl. No. | Item Description |
| 1 | ATHPUR |
| 2 | Pontoon with all Accessories ( Size - L-30.0 M x B-9.0 M x D-1.5M) |
| 3 | Designing, supplying, testing materials (physical & chemical), design & pepare fabrication drawings, approval / inspection of the same by IWT Surveyor Dte,fabricate with approved electrode (ESAB make or equivalent ) at approved location all steel hull (8.00 mm IS:2062:Grade A& B) with deck fitting, C.I. Fairleads, fix up the longitudinal & vertical fender with best quality Steel fender (half round pipe)size 200mm dia., Stainless Steel railing consist of 38mm dia and 900mm height vertical, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304,with all fitting & fixtures in accordance with approved drawing of pontoon. The fender are to be painted with 3 coats. Internal structural members, vertical support, deck doubler in accordance with ship building practice & approved drawings. to fabricate the pontoon will be launched after completion of fabrication and obtaining certificate from appropriate authority. Sand blasting of outer hull & deck with fittings prior to apply initial primer coating under instruction & satisfaction of Engineer-in-charge.The pontoon under water hull has to be painted with 2 coats of anticorrosive zinc chromate red & final 2 coats with shalimar BIPIGUARD (tuff coat) black base paints (Marine Grade)& one coat antifouling paint prior to launching.The pontoondeck shall be with painted with anti skid paint (Marine grade) of approved quality.The pontoon external hull area including deck, fittings & internal void spaces shall be painted with 2-coats Tuffkote Red Oxide Zinc Chromate Primer , final 2 coat BIPIGARD / EPIGARD. Sacrificial anode (Zn) to be fitted 20 nos under water hull of the pontoon. Pontoon shall be launched after completion of fabrication, under water hullpaintings & obtaining launching permision from Surveyor (IWT Dte). Fabrication, fixing of deck fittings & paintings of pontoon will be carried out under instruction and satisfaction of Engineer-in-Charge. |
| 4 | After descaling & painting U-2 grade good quality anchor chains of 40.0 mm? - 42.0mm? along with test certificate & joining "D" shackles shall supply at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 5 | D" shackle / swivel shall supply & delivered at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 6 | Supply & deliveredat site good quality with or without stock steel anchor of 3.0 to 3.5 MT along with "D" shackle / swivel shall supply & deliverat site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 7 | Two (2) Nos. R.C.C shore mooring bollards of 1.0 m3 each with 3 nos. rail piles in a 1.0 m3 4.0 mm thick steel box with necessary RCC materials including shuttering shall be constructed at approved location / position on the bank of river under instruction & satisfaction of Engineer-in-Charge. |
| 8 | The pontoon along gangway with yoke, mooring gears fittings / fixtures shall beloaded on board for towing from ship building yard to Jetty installation site. The installation of the pontoon shall be under taken complying with river LWL & HWL, bore tide, Jetty site condition with reference to embakment under instruction & satisfaction of Engineer-in-Charge. |
| 9 | Structural Steel Gangway. ( Size - L-30.0 M x B-3.5 M x D-2.9 M) (Including Ramp On Pontoon) |
| 10 | Designing, supplying, testing material (physical & chemical), fabricate with approved electrode (ESAB make or equivalent )as per Ship building practice and approved design & drawings at approved location all steel (IS:2062:Grade A & B) gangway with top & bottom chords, verticals, diagonals, Ford & Aft tie, top & bottom X girders, top & bottom wind bracings, ISMC & ISA, gussets, bracket and sections joining doublers. Sand Blasting with applying initial primer coating & Painting, gangway and yoke assemblies should be painted with 2-coats Marine Guard anticorrosive Zinc chromate Red & final 3-coats Aluminum.Fabrication of gangway, Fiting of Stainless Steel railing consist of 38mm dia and 900mm height vertical, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Stainless Steel GRADE 304 and other fittings & fixtures and painting are to be carried out under instruction & satisfaction of Engineer-in-Charge.The fabricated Gangway will be loaded on pontoon & lashed properly for towing to Jetty installation site under instruction & satisfaction of Engineer-in-Charge. Also fabricate yoke rollers resting base, gangway rollers (a bush made of brass to be fit inside the roller and a greasing point to make) and yoke holding brackets, flaps with hinges between gangway & link platform, awning shed including ramp to construct as per drawing for embarkation and disembarkation from gangway to pontoon deck. |
| 11 | Manufacture & supply as per approved drawings yoke base (CI grade : 40), forged steel yoke pin with nut, yoke rollers, Gangway rollers with pin (IS : 1875 class IVA) & place on board the pontoon for towing to installation site & 4 nos high tensile / HSFG bolts & nuts for yoke base for installation at site (8.8 Gr or 10.9 Gr. as per IS :1367 Part 3&6) under instruction & satisfaction of Engineer-in-Charge. |
| 12 | The Gangway shall be secured with pontoon bollards with"D" shakle under instruction & satisfaction of Engineer-in-Charge. |
| 13 | The Gangway shall be secured with pontoon bollards with 24.0 mm ? stud link chain under instruction & satisfaction of Engineer-in-Charge. |
| 14 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. |
| 15 | Supply, fitting & fixing of roofing sheet of colour coated 0.45 mm Base metal Thickness (BMT) (0.53 mm Total P Thickness excluding paint(TPT) of 700 mm effective cover width, 43 mm deep rib spaced at 233 mm c/c along with micro stiffeners perpendicular to ribs for strength. The steel sheet shall have minimum yield strength of 550 MPa, metallic coated of Zincalume, Aluminium Zinc alloy AZ150, conforms to IS15961, pre-painted with inorganic pigments super durable plyester (SDP) colorbond xrw(exterior roofing and walling) with higher SRI (solar reflective index) value Thermatech technology conforms to IS 15965 class 3. The sheets shall be fixed to every purlin by means of clips -KL70. The KL-70 shall be fastened with nominal 70mm zinc coated or nominal 25 mm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners. The profile sheet shall be of same parent of coil. The profile sheet, fastener size etc. shall be approved by the concern authority. The measurement shall be based on finished/covered surface area. |
| 16 | Painting with best quality anti skid paint on the gangway deck of approved make and brand including smoothening surface by sand papering etc. including using of approved primer etc. on the surface, if necessary: On steel or other metal surface: Two coats |
| 17 | Yoke staging platform including Link Platform & Passenger Amenities |
| 18 | Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the construction of main component of the structure. Area of Island between 140 m² to 160 m² c) Height above bed level upto 4.25 m. |
| 19 | Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / abutment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction.With Eucalyptus bullah Pile: (Height of deck above bed level upto 2.25m) |
| 20 | Providing Bored Cast-in-situ M-25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering ofreinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). Using tripod, winches,600 mm. diameter pile. |
| 21 | Provide, supplying, fitting, fixing of 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-in-Charge. 6 mm thick casing: 600 mm. diameter pile. |
| 22 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.SAIL/ TATA/RINL |
| 23 | Integrity testing of Pile using Low Strain / Sonic Integrity Test / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge.a) Within 50 km. radius from Raj-Bhavan |
| 24 | Performing High Strain Dynamic Pile Load testing by using Pile Driving Analyzer as per IRC: 78-2014 standard procedure with a hammer of suitable weight (1-2% of the test load or 5-7% of the dead load on the pile or suitable energy as decided by Engineer-in charge). The rate is inclusive of construction of suitable platform, fixing of strain sensor & accelerometer, charges for hammer hoisting arrangement & removing etc. The rate is also inclusive of cost & carriage of all materials, completion of field test, CAPWAP analysis & submission of test results along with reports as per direction of Engineer-in-charge. For Test load 101 to 300 MT , From 60-150 Km of Rajbhaban |
| 25 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 26 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] (A) M 25 Grade. |
| 27 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 28 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 29 | Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor. |
| 30 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:3) in ground floor. |
| 31 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 32 | 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 (Ground floor).[Excluding cost of chipping over concrete surface]With 4 : 1 cement mortar. 20 mm thick plaster. |
| 33 | 15 mm thick plaster. |
| 34 | 10 mm thick plaster. |
| 35 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 36 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) |
| 37 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 38 | 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 timber or plastered surface: With super gloss (hi-gloss). Two coats ( with any shade except white). |
| 39 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 40 | 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 super gloss (hi-gloss). Two coats ( with any shade except white) |
| 41 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete 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. |
| 42 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer"s specification.In Ground floor:Two coats. |
| 43 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative |
| 44 | Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab > 0.6 upto 1.0 square metre. |
| 45 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. |
| 46 | Supplying, fitting & fixing of partly glazed partly panelled or fully glazed single leaf Aluminium swing door of all aluminium sections viz door frame ( top and side frame), shutter( top rail, bottom rail, lock rail, door vertical) , glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868- 1983, fitted with all other accessories viz. EPDM gusket,cleat, angle crews etc. including labour charges for fitting and fixing of aluminium door with door spring,/aluminium hinges, glass / Panel board all complete as per architectural drawings and direction of Engineer-in charge. |
| 47 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987; (A) clear, toughened glass conforming to IS: 2553-1992 (part-II) 6mm thick |
| 48 | Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws: 150 x 75 x 4.0mm. |
| 49 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: 150 mm grip x 12 mm dia rod. |
| 50 | Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. 250mm x 16mm dia bolt. |
| 51 | Supplying "Godrej" mortice lock chromium plated with keys 6 levers including fitting & fixing complete. |
| 52 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white |
| 53 | Supplying, Aluminium Grill with F channel frame of approved make and brand having ultimate tensile strength of 19 Kg/Sq.m. and modulus of elasticity 7000 kg/ sq.m., with 15 micron anodised fitted & fixed with necessary screws etc. complete as per direction of Engineer-in-charge. Grill made with 10 mm wide and 5.2 mm thick aluminium sheet having expansion width of 66.00 mm and weight not less than 3.26 Kg/Sq.m. |
| 54 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.a) Span up to 12 Mtr |
| 55 | Supply, fitting & fixing of roofing sheet of colour coated 0.45 mm Base metal Thickness (BMT) (0.53 mm Total P Thickness excluding paint(TPT) of 700 mm effective cover width, 43 mm deep rib spaced at 233 mm c/c along with micro stiffeners perpendicular to ribs for strength. The steel sheet shall have minimum yield strength of 550 MPa, metallic coated of Zincalume, Aluminium Zinc alloy AZ150, conforms to IS15961, pre-painted with inorganic pigments super durable plyester (SDP) colorbond xrw(exterior roofing and walling) with higher SRI (solar reflective index) value Thermatech technology conforms to IS 15965 class 3. The sheets shall be fixed to every purlin by means of clips -KL70. The KL-70 shall be fastened with nominal 70mm zinc coated or nominal 25 mm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners. The profile sheet shall be of same parent of coil. The profile sheet, fastener size etc. shall be approved by the concern authority. The measurement shall be based on finished/covered surface area. |
| 56 | Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping) |
| 57 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (110 mm. Dia.) |
| 58 | B) Bend 87.5 degree (110 mm. Dia.) |
| 59 | Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. |
| 60 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) |
| 61 | Supplying, Fitting & fixing different factory made Metal Craft Sheet (excluding cost of metal crafting) incluing cost of powder coating (for M.S, Aluminium plate) & finished metal sheet with all fitting accessories complete in all respect as per diection of Engineer-in-Charge. Aluminium Plate (1.0mm thick ) |
| 62 | Designing of different customised curved & plain metal craft by laser cutting on different metal sheets of varying thickness for special architectural application as facade/wall panel/ceiling decoration as per design, drawing or as approved standard by the Engineer-in-charge including transportation. (Mode of measurement - linear /peripheral dimension of laser cut area) i) 2.0mm thick |
| 63 | Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. i) Furcaria veriegated 10-12 leaves in height 20-30cm in earthen pots of size 25cm. |
| 64 | ii) Rangon chineese of size not less than 20cm |
| 65 | iii) China palm of leaves 4-5 in earthen pots size 25cm |
| 66 | iv) Ficus elastica Decora ( Rubber plant ) of height 90cm-60cm in each earthen pot of size 25cm. |
| 67 | v) Bougainvillea (name variety, bushy plants, full bloom) of height 90cm-60cm in cement pots of size 30cm. |
| 68 | vi) Areca Palm 4 - 5 suckers of height 90 cm to 105 cm in earthen pots of size 25 cm. |
| 69 | Provide, supply, test (certificate to provide) & fabricate with approved electrode (ESAB or equivalent) andthe steel (IS :2062 Gr. A & B)to constract Foot Bridge as per design & approved drawings at approved location including hoisting and placing in position with flap plates (chequered) for connecting pathways all complete complying with ship building practice. The work shall be carried out in the tidal condition of river from barge / pontoon / boats as necessary where standing water is involved including hire and labour charges of necessary appliances and alltools and tackles. Arrangements for keeping the footbridges in straight with the C.L. of the proposed jetty as fixed will be done by Survey Instrument / Total Station or any other method under instruction & satisfaction of the Engineer-in-Charge. |
| 70 | Chipping / scrapping by mechanical means, paintings of structural members of the Foot bridge in the tide (low) of river by country boats as necessary where standing water is involved including hire and labour charges of necessary appliances and alltools and tackles.with 2 coats of primer (marine grade) & final 2 coats under instruction & satisfaction of Engineer-in-charge. |
| 71 | Provide, supply, Manufacture & placement of bearing plate as per approved drawings including certificate to jettyinstallation site under inspection & instruction of Engineer-in-Charge. |
| 72 | Loading / unloading including positioning over the staging platform on rail piles, the fabricated Foot Bridge along with all sundry items with the help ofPontoon / barge & Towing by tug boat / launches the same to jetty installation sites in the C.L. of the jetty as shown. The straight line & level should be maintained with the help ofmaking arrangements of fixing the piano wire along the C.L.by Survey Instrument / Total Station or any other methodunder instruction & satisfaction of Engineer-in-Charge. |
| 73 | Survey / Soil Test / Investigation & Preparation of Working Drawing after design calculation under instruction & satisfaction of Engineer-in-charge. |
| 74 | Topographical, Hydrographical Survey of river and surrounding area at jetty location (Appx area 100m.x150m.) |
| 75 | Soil Test a. Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. |
| 76 | b. Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. |
| 77 | c. Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. 1) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) i) Depth 0m to 10m |
| 78 | ii) Depth greater than 10m and upto 20m |
| 79 | iii) Depth greater than 20m and upto 30m |
| 80 | 3) Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V). |
| 81 | ii) Plastic Limit as per IS 2720 (Part – V) |
| 82 | iii) Grain size analysis by Sieving as per IS 2720 (PartIV). |
| 83 | iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV) |
| 84 | v) Determination of Water Content as per IS 2720 (Part – II). |
| 85 | vi) Determination of Specific Gravity as per IS 2720 (Part – III). |
| 86 | vii) Direct Shear Test as per IS 2720 (Part – XIII). |
| 87 | viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed. |
| 88 | b) Remoulded. |
| 89 | xvi) Tri-Axial Shear Test. a) Determination of Shear strength Parameters of aspecimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part –XI). |
| 90 | Civil design & Drawing. Visit the site before planning, study of Hydraulogical and Topographical profile of the river, study oftidal data including applicable geotechnical parameters of sub-soil, planning & design of Jetty layout ensuring minimum water draft requirement, performing structural design based on applicable BIS codes or any reputed journal, preparation of complete structural/architectural and civil drawings for link platform, yoke staging platform, pile foundation, excluding design and detail engineering of Metal Gangway & Pontoon. |
| 91 | 3D view & As built report Visit the site after completion of construction, collection of photograph of completed project and preparation of as-built drawings including preparation of 3D view (if require) complete. |
| 92 | Necessary fees for applying to get NOC for construction of the proposed Gangway cum Pontoon jetty from Kolkata Port Trust. |
| 93 | Study on Environmental Impact Assesment (EIA) and Environmental Management Plan (EMP) for submission to Kolkata Port Trust for NOC towards construction of the jetty. |
| 94 | Investigation & Preparation of Drawing after design calculation for construction of the Embankment protection work from any Govt Institute or Organisation. |
| 95 | Installation of the informatory sign board |
| 96 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv) 80 mm x 60 mm rectangular |
| 97 | PA System, CCTV, Toilet & Drinking water facilities & High mast etc. Drinking water facilities |
| 98 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (d) 1000 litre capacity |
| 99 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Exposed Work - PVC Pipes 32 mm |
| 100 | Supplying, fitting and fixing pillar cock of approved make. c) CP Pillar Cock - 15 mm. (Code No. 5011 & Model - FLORENTINE of JAQUAR or equivalent). |
| 101 | Supplying, fitting and fixing bib cock or stop cock. (d) (ii) Chromium plated concealed Stop Cock heavy duty (Equivalent to Code No. 5083 & Model - Florentine of Jaquar or similar brand). |
| 102 | Supplying, fitting and fixing Waste fittings complete.(i) 32 mm |
| 103 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (vi) 32 mm dia |
| 104 | (vii) 25 mm dia |
| 105 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : a) 32 mm nominal bore, vertical |
| 106 | Supplying, fitting and fixing S.W. master trap. (ii) 225 mm X 225 mm |
| 107 | Supplying, fitting and fixing complete Bottle waste trap (Heavy Quality) (a) Chromium plated Bottle trap 32 mm with 190 mm long connecting pipe and wall flange |
| 108 | Supplying, fitting & fixing of approved brand 15 mm dia. PVC connector(600mm long) with both end coupling nuts & washers, etc. complete in all respects. |
| 109 | Fitting& fixing of PVC waste pipe to be concealed in wall & floor with necessery specials clamps etc. complete. From bottle trap to floor trap (for basin, sink etc) (length approx. 1050 mm). A) 32mm dia |
| 110 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.(i) 450 mm X 300 mm size |
| 111 | Supplying, installing, good quality Aquaguard under instruction & satisfaction of Engineer-in-charge. |
| 112 | Construction of Bio-Toilet (1.3m x 1.3m) with good quality tap and basin for Passengers under instruction & satisfaction of Engineer-in-charge. |
| 113 | Supply & fixing of pump motor (1/2 Hp) set under instruction & satisfaction of Engineer-in-charge.. |
| 114 | Municipal water connection charges. |
| 115 | nstallation of C.C.TV. & PA System |
| 116 | Supply & Installation of 3 MP Bullet Camera (IP) of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 117 | Supply & Installation of 2 MP Dome Camera (IP)of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 118 | Supply & Installation of 16 Port NVR of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 119 | Supply & Installation of Cable with PVC conduit or placing above false ceiling of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 120 | Supply & Installation of 6 TB HDD of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 121 | Supply & Installation of Spliter, PVC box, RJ45, Cable etc. of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 122 | Supply, Installation & interconnecting the cameras with 24 port switch including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 123 | Supply & Installation of good quality LED display 43" including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 124 | Supply & Installation of good quality LAN rack including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 125 | Supply & Installation interconnecting with Disply, Cameras & NVRfor successful operation of the total systemall complete as per direction & satisfaction of the Engineer in charge. |
| 126 | Supply, installation of controller Unit (BOSCH PHILIPS) / Amplifier as per direction of E.I.C. |
| 127 | Supply of Wireless hand held vocal microphones featuring high feedbac rejection, mute button for full speech control, syncronixation via RF remote channel frequencies tunable in steps of 25 KHz 24 MHz bandwidth, 8 frequency banks with each max 12 presets as per direction of E.I.C. |
| 128 | Supply & installation of speaker of approved make and brand including necessary arrangement of erecting the box on the post and cable for wiring all complete as per direction of EIC. |
| 129 | Supply installation fitting-fixing and testingincluding necessary arrangement of erecting the light post all complete 50 W outdoor LED Flood Light marine gradefor illuminating Pontoon and gangway river end under instruction & satisfaction of Engineer-in-charge. |
| 130 | Supply installation fitting-fixing and testingincluding necessary arrangement of erecting the light all complete 20 W outdoor LED Lightmarine grade for link platform, passenger shed, toilet block and under instruction & satisfaction of Engineer-in-charge. |
| 131 | Supplying, installation of 16 M. Highmast (Thin wall shell lighting mast polygonal tapered section made of E-350 grade of steel, hot dip galvanised, fit together in slip jointing system)6 nos luminaries with necessary lantern ring at top, inspection door at bottom, lightening arestor, canopy, winch, wire rope etc including suitable cable of approved make complete.as per direction and satisfaction of Engineer-in-charge. |
| 132 | Bank protection work surrounding the jetty |
| 133 | Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m. and sewing with 12 S.W.G galvanised wire including cost of all materials, carriage up to site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.) c) 0.60 metre x 0.60 metre nominal section |
| 134 | i) 0.75 metre x 0.45 metre nominal section |
| 135 | k) 0.90 metre x 0.60 metre nominal section |
| 136 | Supplying to site and pitching with 1st class kiln burnt or picked jhamabricks including dressing, ramming and preparing bed to proper slope complete with necessary earth work not exceeding 300 m.m. in depth and filling gaps with powdered earth or local sand etc. complete (The rate is including cost of sand). i) With 1st class kiln burnt brick d) 25.00 cm thick |
| 137 | Supplying, fitting and fixing pieces for rectangular / square / circular susages at the ends, with 10 SWG / 8 SWG GI wire net of different mesh sizes tying & sewing the same maintaning a lap length of 150 mm all around with 12 SWG GI wire complete, including the cost of supply of wire netting, fitting etc. complete as per direction of the Engineer-in-charge. a) Mesh size 100mm x 100 mm with 10 SWG wire. |
| 138 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone / brick) and sewing as done in case of cement bags, (tying with a knot after filling will nbot be accepted), and stacking within a kead if 30 netre as per direction of Engineer-in-charge (cost is excluding the cost of any types of filling materials). NB: Volume of earth / sand filled bags should not be less than 0.028 cum/bag. |
| 139 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 140 | Providing and laying pre-cast brick block pitching of required size (53 cm. x 53 cm. x 25 cm. or as directed by the Engineer-in-charge) with 1st class kiln burnt bricks in cement mortar including flush pointin on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster, curin, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials / blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is 1:4) |
| 141 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooeen malllet after laying to achieve designed section as per direction of the Engineer-in-charge (measurements will be on finished work / in stack after deducting necessary void).a) Jhama ballast |
| 142 | Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.) |
| 143 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Silver Sand. |
| 144 | Earth work in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 145 | Supply & deliver at site rails of 105 lbs (52.10 kg/m)as vertical post to make crib supportfor bank protection as per drawings under instruction & satisfaction of Engineer-in-charge. |
| 146 | Driving rails by pile engine set inside the river bed by monkey in all sorts of soil including hoisting and placing piles in position, joining the rails by nuts, bolts & plates, cutting to sizes and making one end pointed, including joining by plates after making holes in rails.driving link platform / foot bridge staging platform vertical post at site in the tidal condition of river from barge / pontoon / boats or from heavy staging as necessary where standing water is involved with necessary equipment & machinery requires including hire and labour charges of necessary appliances and alltools and tackles under instruction & satisfaction of Engineer-in-charge. |
| 147 | Supply & deliver at site different sections / dimensions structural materials / plates / chequered plates / ISMB / ISMC / ISA / pipes / plates flatbar at site for the construction of link platform/ foot bridge & 2 Nos. grill gate at the entrance of Gangway, light post, roof truss, vertical posts, palm plates , pad pieces, yoke roller resting boxes & essential structural works for supporting arrangement of bank under instruction & satisfaction of Engineer-in-charge. The work shall be carried out in the tidal condition of river from barge / pontoon / boats as necessary including hire and labour charges of necessary appliances and alltools and tackles. (Angle -65x65x6, Wt-5.8Kg/m, Provide 2m @1.0m c/c in top & middle ) |
| 148 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] (A) M 25 Grade. |
| 149 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 150 | Approach Road |
| 151 | Box cutting in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. a) Depth of excavation upto150 mm. |
| 152 | b) Depth of excavation 150 mm to 300 |
| 153 | Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work)(iii) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth. |
| 154 | Construction of Granular Sub-base using (250mm) approved quality of coarse aggregates and sand, including, supplying, screening aggregates, mixing the graded aggregates using rotavator as per mix design, adding water to achieve the required OMC, spreading the mix in uniform layer using Motor grader over prepared surface in proper grade and camber, compacting the layer to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants, complete including cost of quality control as per specification. |
| 155 | Preparation of sub-grade by using Vibratory Roller capacity not less than 12 ton capacity as per detail technical specification. |
| 156 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand (with mortar joint 1:6) |
| 157 | Supplying and laying 250micron Polythene Sheet (150gm /sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 158 | Supplying, making, laying of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 25 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (The rate is inclusive of cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection.) |
| 159 | Hire and labour charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hardwood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works. [NB: No extra payment will be made for lift & lead etc.] a) For 9 to 12 mm thick approved quality ply board shuttering in any concrete work. i) In foundation upto roof of ground floor |
| 160 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.[NB: No extra payment will be made for lift & lead etc.] Tor steel/Mild Steel i) In foundation upto plinth of ground floor (@75kg/cum of concrete) |
| 161 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer in charge.with super plasticiser as per design mix . [using concrete mixture] [NB: No extra payment will be made for lift & lead etc.] a) M-25 grade i) In foundation upto plinth of ground floor (Cement consumption not less than 380 Kg/m3, otherthan piling works ) |
| 162 | Passenger waiting area with toilet blocks and installation of Solar OFF GRID PV Power |
| 163 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.i) For roof truss works a) Span up to 12 Mtr |
| 164 | Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. as per IS:12866-1989. (In all floors for internal wall & upto 6 m height for external wall) (d) 3.0 mm thick (5.10 Kg/Sq.m) |
| 165 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) |
| 166 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white |
| 167 | Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:- Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers. 3 /4 track sliding window |
| 168 | Supplying, fitting & fixing Zn -Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa ofrapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet. |
| 169 | Providing Bored Cast-in-situ M-25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering ofreinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). (a) Using tripod, winches (i) 600 mm. diameter pile. |
| 170 | Supplying, fitting, fixing of 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-in-Charge.a) 6 mm thick casing: (i) 600 mm. diameter pile. |
| 171 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] (A) M 25 Grade. |
| 172 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 173 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.SAIL/ TATA/RINL |
| 174 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 175 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 176 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 177 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 178 | Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor. |
| 179 | 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 (Ground floor).[Excluding cost of chipping over concrete surface] (a) With 4 : 1 cement mortar. (i)20 mm thick plaster. |
| 180 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative. |
| 181 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) I (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (A) Deep Colour & White Sq. |
| 182 | Supplying and laying true to line and level Tactile Finish Scratch resistant, Neutral to UV rays, Non-fade, High Slip Resistant Full Body Vitrified Tiles conforming to IS:15622-2006 & IS :4457- 2007 and tested in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance: 0.6, Mohr"s hardness > 7.0, Staining resistance: Class-1, Water Absorption E < 0.5%], MOR > 38N/sq.mm & Breaking strength > 4000 N for Outdoor area of building e. g. Driveway, Pathway, Pavements, Parking lots, Sloping ramps, Entrance lobbies, Patios, Portico, swimming pool enclosure, Bus Passenger Shed & directing visually impaired persons, set over necessary underlay and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles and removal of wax coating of top surface of tiles with warm water and cleaning the tiles using soft and dry cloth complete including the cost of materials, labour and all other incidental charges complete including backside slurry but excluding the cost of underlay and true to the manufacturer"s specification and direction of Engineer-in-Charge. In Ground Floor: Sizes-300 mm x 300 mm x15 mm |
| 183 | Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of oncrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter |
| 184 | Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge. |
| 185 | Supplying, Fitting & Fixing 30 mm thick Double Leaf Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor |
| 186 | Supplying, fitting and fixing boiling water resistant ply conforming to IS: 303- 1989 bonded with phenol formaldehyde synthetic resin of approved make and brand fitted and fixed as per design as per approval and direction of Engineer-in- Charge.[excluding the cost of supporting frame work and teak wood batten/Lipping] In Ground Floor (ii) 6mm |
| 187 | (v) 16mm |
| 188 | (vi) 19mm |
| 189 | Supplying fitting, fixing decorative lamination conforming to IS: 2046 : 1995 as per approved make, brand, finish and thickness with fitting, fixing the same on Particle/MDF / Ply Boards with recommended / approved adhesive with proper clipping the sides for better attachment as per direction of Engineer-incharge. The rate includes the cost of labour, adhesive and all incidental charges thereof. In ground floor (i) Thickness of laminate 1.5mm |
| 190 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC. (In Ground Floor) b ) Two Coats i) Water based interior grade Acrylic Primer |
| 191 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer"s specification. In Ground floor: Two coats. |
| 192 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 193 | M.F. suspended ceiling made with 12.5 mm thick Gypsum plaster board including G.I. perimeter channel of 0.55 mm flush (having two flanges 20 mm and 30 mm respectively and web 27 mm ) along with perimeter of ceiling with G.I. intermediate channel of 0.9 mm thick size 45 mmx15mm placed at 750 mm c/c with G.I. ceiling angle of size 25 mmx10mmx0.55 mm thick fixed to the ceiling with G.I. Cleat and steel expansion fastener ceiling section 0.55 mm thick of size 51.50 mmx26mm fixed to the intermediate channels with the help of connecting clip and in the direction of perpendicular to the intermediate channel of 300 mm c/c 12.5 mm thick Gypsum plastered board are to be fixed under ceiling section as above by machine screws. The boards are to be joined and finished with jointing compound, paper tape and application of top coat etc. as per the direction of Engineer-in-charge. (The rate includes of cost of all materials including taxes, cost ofccessories, fittings and fixtures, scaffolding and labour charges etc. complete) In ground floor |
| 194 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. |
| 195 | Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) |
| 196 | Supply & Fixing of perforated GI cable tray bend with perforation not more than 17.5% suspended from ceiling with two nos. suspenders & 25x25x3mm angle iron for supporting the cross member incl. S&F GI connector, 6mm dia MS suspender, bolts & nuts, steel fastener etc. as required of the following size. Incl. Al painting of MS support. 300x50x1.25mm (18SWG) |
| 197 | Supplying, fitting and fixing of (3)Three Seater Waiting Area Chair, Chair for Hospitals, Office Airport Bench | Garden Bench | Reception Bench, Stainless Steel Chair.3 seater Product Dimensions: Width (70 inches) X Depth ( 26 inches) X Height ( 31 inches) Color: Shining Silver, Material : Mild Steel ( Iron ), Finish: Chrome Finish, Style: Contemporary |
| 198 | Supplying, fitting and fixing of Foot Light Square Indoor / Outdoor LED IP65, 3000K, Aluminum Die Casting Body Wall Light as per instruction & direction of Engineering in Charge. |
| 199 | Supplying, fitting and fixing of Panel LED Light for Ceiling, 12-Watt Square Panel Light with IP50 Dust Proof/Fancy Square Lights Need No False Ceiling Pack of 4 (Metal;Aluminium) as per instruction & direction of Engineering in Charge. |
| 200 | Supplying, fitting and fixing of Havells 1200 mm Ambrose Energy Saving Ceiling Fan (Gold Mist Wood, Pack of 1) as per instruction & direction of Engineering in Charge. |
| 201 | Supplying, fitting and fixing of Jaquar make Sink Cock with Regular Swinging Spout (Wall Mounted Model) with Wall Flange as per instruction & direction of Engineering in Charge. |
| 202 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part- I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. For 100 users A) With Pakur variety. (SAIL/TATA/RINL) |
| 203 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (SAIL/TATA/RINL) |
| 204 | Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter: 45 cm (18") |
| 205 | Supply & Fixing louver shutter on wall with necy. bolts & nuts (6 mm dia x 62 mm long):Al 45 cm (18") Exhaust fan |
| 206 | Supply & Fixing GI sheet (20SWG) metal Cowl with MS flat iron frame & GI wire mesh on wall with necy. bolts & nuts (6 mm dia x 62 mm long) 45 cm Exhaust fan (18") |
| 207 | Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. (vi)pitton for Dental Surgeon |
| 208 | Supplying, fitting and fixing pedestal of approved make for wash basin (white) |
| 209 | Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (iv) 1050 mm long |
| 210 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 15 mm |
| 211 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 20 mm |
| 212 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 25 mm |
| 213 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 32 mm |
| 214 | Suppling, fitting and fixing Wall mounted water closet of white glazed vitreous chinaware of approved make and brand in position complete with necessary nut and boalts (Equivalent to Code No. 20061 or 92065 & Model Studio or Rubbic of Hindware or equivalent.) |
| 215 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. (i) 635 mm X 395 mm X 420 mm |
| 216 | Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately). (i) 450 mm X 350 mm |
| 217 | Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete. (a) E.W.C. (iv) Bestolite (solid type) white |
| 218 | Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. i) Polythene Flush Pipe |
| 219 | Supplying, fitting and fixing urinal flush pipe fittings of approved brand. (a) C.P. urinal flush pipe fittings range of one |
| 220 | Supplying, fitting and fixing 18 mm thick marble partition slab with chawk doongri marbel square cut, both sides polished with two front corners rounded and edges polished. |
| 221 | Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm |
| 222 | Supplying, fitting and fixing liquid soap container. (a) Cromium plated. |
| 223 | Supplying, fitting and fixing towel rail with two brackets. (a) C.P. over brass 25 mm and 450mm long |
| 224 | Supplying, fitting and fixing bib cock or stop cock. (a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 225 | Supplying, fitting and fixing pillar cock of approved make. a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 226 | Chromium plated Hand shower with Flexible Tube & fittings(Equivalent to Code No. Hsh-1937 & (Equivalent to Code No. 5037 & Model - Florentine of Jaquar or similar) |
| 227 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. xiv) 12mm thick coloured / tinted / toughened glass coforming to IS: 2553-1992 (Part-II) |
| 228 | The fabricated pontoon shall be cleaned mechanically / manually internal & external area prior to apply paints. The pontoon external hull area including deck, fittings & internal void spaces shall be painted with 2-coats Marine Grade Primer, final 2 coat Fluorocent paint & one coat of antifouling paints to be painted upto water lebel as per painting schedule under instruction & satisfaction of Engineer-in-Charge. |
| 229 | Supply, installation, fitting and fixing of Solar OFF GRID PV Power System for Lightingsystem with Battery, Inverter, Solar Panels including fabrication works as per requirement of all complete of Capacity - 11.5 kwp including O&M for 5(five) years as per instruction & direction of Engineering in Charge. i)Good quality Solar PV Modules Mono Perc of550 W /24 V-21Nos. ii)Good quality Solar off Grid Solar Inverter 15 KVA/180V-240V-1Nos. iii)Good quality Exide make Solar Batteryof 200AH-15-Nos. iv)Good quality of DC Cable XLPO TUV Protected 10 sq.mm 10 Meter-5Nos v)Good quality of AC Cable 6 sq.mm of1 coil. vi)Good quality of Multipurpose Solar Energy EarthingKit-1 set. vii)Light fitting as per requirments. viii)Wiring as per requirement shall be installed. |
| 230 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iv) 80 mm x 60 mm rectangular |
| 231 | GONDALPARA |
| 232 | Pontoon with all Accessories ( Size - L-30.0 M x B-9.0 M x D-1.5M) |
| 233 | Designing, supplying, testing materials (physical & chemical), design & pepare fabrication drawings, approval / inspection of the same by IWT Surveyor Dte,fabricate with approved electrode (ESAB make or equivalent ) at approved location all steel hull (8.00 mm IS:2062:Grade A& B) with deck fitting, C.I. Fairleads, fix up the longitudinal & vertical fender with best quality Steel fender (half round pipe)size 200mm dia., Stainless Steel railing consist of 38mm dia and 900mm height vertical, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304,with all fitting & fixtures in accordance with approved drawing of pontoon. The fender are to be painted with 3 coats. Internal structural members, vertical support, deck doubler in accordance with ship building practice & approved drawings. to fabricate the pontoon will be launched after completion of fabrication and obtaining certificate from appropriate authority. Sand blasting of outer hull & deck with fittings prior to apply initial primer coating under instruction & satisfaction of Engineer-in-charge.The pontoon under water hull has to be painted with 2 coats of anticorrosive zinc chromate red & final 2 coats with shalimar BIPIGUARD (tuff coat) black base paints (Marine Grade)& one coat antifouling paint prior to launching.The pontoondeck shall be with painted with anti skid paint (Marine grade) of approved quality.The pontoon external hull area including deck, fittings & internal void spaces shall be painted with 2-coats Tuffkote Red Oxide Zinc Chromate Primer , final 2 coat BIPIGARD / EPIGARD. Sacrificial anode (Zn) to be fitted 20 nos under water hull of the pontoon. Pontoon shall be launched after completion of fabrication, under water hullpaintings & obtaining launching permision from Surveyor (IWT Dte). Fabrication, fixing of deck fittings & paintings of pontoon will be carried out under instruction and satisfaction of Engineer-in-Charge. |
| 234 | After descaling & painting U-2 grade good quality anchor chains of 40.0 mm? - 42.0mm? along with test certificate & joining "D" shackles shall supply at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 235 | D" shackle / swivel shall supply & delivered at site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 236 | Supply & deliveredat site good quality with or without stock steel anchor of 3.0 to 3.5 MT along with "D" shackle / swivel shall supply & deliverat site for mooring the pontoon at desired location under instruction & satisfaction of Engineer-in-Charge. |
| 237 | Two (2) Nos. R.C.C shore mooring bollards of 1.0 m3 each with 3 nos. rail piles in a 1.0 m3 4.0 mm thick steel box with necessary RCC materials including shuttering shall be constructed at approved location / position on the bank of river under instruction & satisfaction of Engineer-in-Charge. |
| 238 | The pontoon along gangway with yoke, mooring gears fittings / fixtures shall beloaded on board for towing from ship building yard to Jetty installation site. The installation of the pontoon shall be under taken complying with river LWL & HWL, bore tide, Jetty site condition with reference to embakment under instruction & satisfaction of Engineer-in-Charge. |
| 239 | Structural Steel Gangway. ( Size - L-30.0 M x B-3.5 M x D-2.9 M) (Including Ramp On Pontoon) |
| 240 | Designing, supplying, testing material (physical & chemical), fabricate with approved electrode (ESAB make or equivalent )as per Ship building practice and approved design & drawings at approved location all steel (IS:2062:Grade A & B) gangway with top & bottom chords, verticals, diagonals, Ford & Aft tie, top & bottom X girders, top & bottom wind bracings, ISMC & ISA, gussets, bracket and sections joining doublers. Sand Blasting with applying initial primer coating & Painting, gangway and yoke assemblies should be painted with 2-coats Marine Guard anticorrosive Zinc chromate Red & final 3-coats Aluminum.Fabrication of gangway, Fiting of Stainless Steel railing consist of 38mm dia and 900mm height vertical, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Stainless Steel GRADE 304 and other fittings & fixtures and painting are to be carried out under instruction & satisfaction of Engineer-in-Charge.The fabricated Gangway will be loaded on pontoon & lashed properly for towing to Jetty installation site under instruction & satisfaction of Engineer-in-Charge. Also fabricate yoke rollers resting base, gangway rollers (a bush made of brass to be fit inside the roller and a greasing point to make) and yoke holding brackets, flaps with hinges between gangway & link platform, awning shed including ramp to construct as per drawing for embarkation and disembarkation from gangway to pontoon deck. |
| 241 | Manufacture & supply as per approved drawings yoke base (CI grade : 40), forged steel yoke pin with nut, yoke rollers, Gangway rollers with pin (IS : 1875 class IVA) & place on board the pontoon for towing to installation site & 4 nos high tensile / HSFG bolts & nuts for yoke base to installation at site (8.8 Gr or 10.9 Gr. as per IS :1367 Part 3&6) under instruction & satisfaction of Engineer-in-Charge. |
| 242 | The Gangway shall be secured with pontoon bollards with"D" shakle under instruction & satisfaction of Engineer-in-Charge. |
| 243 | The Gangway shall be secured with pontoon bollards with 24.0 mm ? stud link chain under instruction & satisfaction of Engineer-in-Charge. |
| 244 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. |
| 245 | Supply, fitting & fixing of roofing sheet of colour coated 0.45 mm Base metal Thickness (BMT) (0.53 mm Total P Thickness excluding paint(TPT) of 700 mm effective cover width, 43 mm deep rib spaced at 233 mm c/c along with micro stiffeners perpendicular to ribs for strength. The steel sheet shall have minimum yield strength of 550 MPa, metallic coated of Zincalume, Aluminium Zinc alloy AZ150, conforms to IS15961, pre-painted with inorganic pigments super durable plyester (SDP) colorbond xrw(exterior roofing and walling) with higher SRI (solar reflective index) value Thermatech technology conforms to IS 15965 class 3. The sheets shall be fixed to every purlin by means of clips -KL70. The KL-70 shall be fastened with nominal 70mm zinc coated or nominal 25 mm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners. The profile sheet shall be of same parent of coil. The profile sheet, fastener size etc. shall be approved by the concern authority. The measurement shall be based on finished/covered surface area. |
| 246 | Painting with best quality anti skid paint on the gangway deck of approved make and brand including smoothening surface by sand papering etc. including using of approved primer etc. on the surface, if necessary: On steel or other metal surface: Two coats |
| 247 | Yoke staging platform including Link Platform & Passenger Amenities |
| 248 | Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the construction of main component of the structure. Area of Island between 140 m² to 160 m² c) Height above bed level upto 4.25 m. |
| 249 | Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / abutment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction.With Eucalyptus bullah Pile: (Height of deck above bed level upto 2.25m) |
| 250 | Providing Bored Cast-in-situ M-25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering ofreinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). Using tripod, winches,600 mm. diameter pile. |
| 251 | Provide, supplying, fitting, fixing of 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-in-Charge. 6 mm thick casing: 600 mm. diameter pile. |
| 252 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.SAIL/ TATA/RINL |
| 253 | Integrity testing of Pile using Low Strain / Sonic Integrity Test / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge.a) Within 50 km. radius from Raj-Bhavan |
| 254 | Performing High Strain Dynamic Pile Load testing by using Pile Driving Analyzer as per IRC: 78-2014 standard procedure with a hammer of suitable weight (1-2% of the test load or 5-7% of the dead load on the pile or suitable energy as decided by Engineer-in charge). The rate is inclusive of construction of suitable platform, fixing of strain sensor & accelerometer, charges for hammer hoisting arrangement & removing etc. The rate is also inclusive of cost & carriage of all materials, completion of field test, CAPWAP analysis & submission of test results along with reports as per direction of Engineer-in-charge. For Test load 101 to 300 MT , From 60-150 Km of Rajbhaban |
| 255 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 256 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] (A) M 25 Grade. |
| 257 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 258 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 259 | Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor. |
| 260 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:3) in ground floor. |
| 261 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 262 | 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 (Ground floor).[Excluding cost of chipping over concrete surface]With 4 : 1 cement mortar. 20 mm thick plaster. |
| 263 | 15 mm thick plaster. |
| 264 | 10 mm thick plaster. |
| 265 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 266 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) |
| 267 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 268 | 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 timber or plastered surface: With super gloss (hi-gloss). Two coats ( with any shade except white). |
| 269 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 270 | 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 super gloss (hi-gloss). Two coats ( with any shade except white) |
| 271 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete 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. |
| 272 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer"s specification.In Ground floor:Two coats. |
| 273 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative |
| 274 | Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface complete. Area of each Granite slab > 0.6 upto 1.0 square metre. |
| 275 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. |
| 276 | Supplying, fitting & fixing of partly glazed partly panelled or fully glazed single leaf Aluminium swing door of all aluminium sections viz door frame ( top and side frame), shutter( top rail, bottom rail, lock rail, door vertical) , glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868- 1983, fitted with all other accessories viz. EPDM gusket,cleat, angle crews etc. including labour charges for fitting and fixing of aluminium door with door spring,/aluminium hinges, glass / Panel board all complete as per architectural drawings and direction of Engineer-in charge. |
| 277 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987; (A) clear, toughened glass conforming to IS: 2553-1992 (part-II) 6mm thick |
| 278 | Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws: 150 x 75 x 4.0mm. |
| 279 | Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: 150 mm grip x 12 mm dia rod. |
| 280 | Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. 250mm x 16mm dia bolt. |
| 281 | Supplying "Godrej" mortice lock chromium plated with keys 6 levers including fitting & fixing complete. |
| 282 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white |
| 283 | Supplying, Aluminium Grill with F channel frame of approved make and brand having ultimate tensile strength of 19 Kg/Sq.m. and modulus of elasticity 7000 kg/ sq.m., with 15 micron anodised fitted & fixed with necessary screws etc. complete as per direction of Engineer-in-charge.Grill made with 10 mm wide and 5.2 mm thick aluminium sheet having expansion width of 66.00 mm and weight not less than 3.26 Kg/Sq.m. |
| 284 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.a) Span up to 12 Mtr |
| 285 | Supply, fitting & fixing of roofing sheet of colour coated 0.45 mm Base metal Thickness (BMT) (0.53 mm Total P Thickness excluding paint(TPT) of 700 mm effective cover width, 43 mm deep rib spaced at 233 mm c/c along with micro stiffeners perpendicular to ribs for strength. The steel sheet shall have minimum yield strength of 550 MPa, metallic coated of Zincalume, Aluminium Zinc alloy AZ150, conforms to IS15961, pre-painted with inorganic pigments super durable plyester (SDP) colorbond xrw(exterior roofing and walling) with higher SRI (solar reflective index) value Thermatech technology conforms to IS 15965 class 3. The sheets shall be fixed to every purlin by means of clips -KL70. The KL-70 shall be fastened with nominal 70mm zinc coated or nominal 25 mm zinc-tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners. The profile sheet shall be of same parent of coil. The profile sheet, fastener size etc. shall be approved by the concern authority. The measurement shall be based on finished/covered surface area. |
| 286 | Galvanised iron sheet eaves gutter fitted and fixed with necessary 50 mm X 6 mm M.S flat bar clamps bent to design, bolts, nuts, washers etc. complete. Eaves gutter made of 0.63 mm. sheets.(300mm End lapping) |
| 287 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (110 mm. Dia.) |
| 288 | B) Bend 87.5 degree (110 mm. Dia.) |
| 289 | Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I. Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. |
| 290 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) |
| 291 | Supplying, Fitting & fixing different factory made Metal Craft Sheet (excluding cost of metal crafting) incluing cost of powder coating (for M.S, Aluminium plate) & finished metal sheet with all fitting accessories complete in all respect as per diection of Engineer-in-Charge. Aluminium Plate (1.0mm thick ) |
| 292 | Designing of different customised curved & plain metal craft by laser cutting on different metal sheets of varying thickness for special architectural application as facade/wall panel/ceiling decoration as per design, drawing or as approved standard by the Engineer-in-charge including transportation. (Mode of measurement - linear /peripheral dimension of laser cut area) i) 2.0mm thick |
| 293 | Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc. i) Furcaria veriegated 10-12 leaves in height 20-30cm in earthen pots of size 25cm. |
| 294 | ii) Rangon chineese of size not less than 20cm |
| 295 | iii) China palm of leaves 4-5 in earthen pots size 25cm |
| 296 | iv) Ficus elastica Decora ( Rubber plant ) of height 90cm-60cm in each earthen pot of size 25cm. |
| 297 | v) Bougainvillea (name variety, bushy plants, full bloom) of height 90cm-60cm in cement pots of size 30cm. |
| 298 | vi) Areca Palm 4 - 5 suckers of height 90 cm to 105 cm in earthen pots of size 25 cm. |
| 299 | Survey / Soil Test / Investigation & Preparation of Working Drawing after design calculation under instruction & satisfaction of Engineer-in-charge. |
| 300 | Topographical, Hydrographical Survey of river and surrounding area at jetty location (Appx area 100m.x150m.) |
| 301 | Soil Test a. Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. |
| 302 | b. Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation. |
| 303 | c. Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. 1) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) i) Depth 0m to 10m |
| 304 | ii) Depth greater than 10m and upto 20m |
| 305 | iii) Depth greater than 20m and upto 30m |
| 306 | 3) Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V). |
| 307 | ii) Plastic Limit as per IS 2720 (Part – V) |
| 308 | iii) Grain size analysis by Sieving as per IS 2720 (PartIV). |
| 309 | iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV) |
| 310 | v) Determination of Water Content as per IS 2720 (Part – II). |
| 311 | vi) Determination of Specific Gravity as per IS 2720 (Part – III). |
| 312 | vii) Direct Shear Test as per IS 2720 (Part – XIII). |
| 313 | viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed. |
| 314 | b) Remoulded. |
| 315 | xvi) Tri-Axial Shear Test. a) Determination of Shear strength Parameters of aspecimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part –XI). |
| 316 | Civil design & Drawing. Visit the site before planning, study of Hydraulogical and Topographical profile of the river, study oftidal data including applicable geotechnical parameters of sub-soil, planning & design of Jetty layout ensuring minimum water draft requirement, performing structural design based on applicable BIS codes or any reputed journal, preparation of complete structural/architectural and civil drawings for link platform, yoke staging platform, pile foundation, excluding design and detail engineering of Metal Gangway & Pontoon. |
| 317 | 3D view & As built report Visit the site after completion of construction, collection of photograph of completed project and preparation of as-built drawings including preparation of 3D view (if require) complete. |
| 318 | Necessary fees for applying to get NOC for construction of the proposed Gangway cum Pontoon jetty from Kolkata Port Trust. |
| 319 | Study on Environmental Impact Assesment (EIA) and Environmental Management Plan (EMP) for submission to Kolkata Port Trust for NOC towards construction of the jetty. |
| 320 | Investigation & Preparation of Drawing after design calculation for construction of the Embankment protection work from any Govt Institute or Organisation. |
| 321 | Installation of the informatory sign board |
| 322 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).iv) 80 mm x 60 mm rectangular |
| 323 | PA System, CCTV, Toilet & Drinking water facilities & High mast etc. Drinking water facilities |
| 324 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (d) 1000 litre capacity |
| 325 | Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)(a) For Exposed Work - PVC Pipes 32 mm |
| 326 | Supplying, fitting and fixing pillar cock of approved make. c) CP Pillar Cock - 15 mm. (Code No. 5011 & Model - FLORENTINE of JAQUAR or equivalent). |
| 327 | Supplying, fitting and fixing bib cock or stop cock. (d) (ii) Chromium plated concealed Stop Cock heavy duty (Equivalent to Code No. 5083 & Model - Florentine of Jaquar or similar brand). |
| 328 | Supplying, fitting and fixing Waste fittings complete.(i) 32 mm |
| 329 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (vi) 32 mm dia |
| 330 | (vii) 25 mm dia |
| 331 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : a) 32 mm nominal bore, vertical |
| 332 | Supplying, fitting and fixing S.W. master trap. (ii) 225 mm X 225 mm |
| 333 | Supplying, fitting and fixing complete Bottle waste trap (Heavy Quality) (a) Chromium plated Bottle trap 32 mm with 190 mm long connecting pipe and wall flange |
| 334 | Supplying, fitting & fixing of approved brand 15 mm dia. PVC connector(600mm long) with both end coupling nuts & washers, etc. complete in all respects. |
| 335 | Fitting& fixing of PVC waste pipe to be concealed in wall & floor with necessery specials clamps etc. complete. From bottle trap to floor trap (for basin, sink etc) (length approx. 1050 mm). A) 32mm dia |
| 336 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint.(i) 450 mm X 300 mm size |
| 337 | Supplying, installing, good quality Aquaguard under instruction & satisfaction of Engineer-in-charge. |
| 338 | Construction of Bio-Toilet (1.3m x 1.3m) with good quality tap and basin for Passengers under instruction & satisfaction of Engineer-in-charge. |
| 339 | Supply & fixing of pump motor (1/2 Hp) set under instruction & satisfaction of Engineer-in-charge.. |
| 340 | Municipal water connection charges. |
| 341 | Installation of C.C.TV. & PA System |
| 342 | Supply & Installation of 3 MP Bullet Camera (IP) of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 343 | Supply & Installation of 2 MP Dome Camera (IP)of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 344 | Supply & Installation of 16 Port NVR of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 345 | Supply & Installation of Cable with PVC conduit or placing above false ceiling of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 346 | Supply & Installation of 6 TB HDD of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 347 | Supply & Installation of Spliter, PVC box, RJ45, Cable etc. of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 348 | Supply, Installation & interconnecting the cameras with 24 port switch including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 349 | Supply & Installation of good quality LED display 43" including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 350 | Supply & Installation of good quality LAN rack including necessary accessories of approved make & brand all complete as per direction & satisfaction of the Engineer in charge. |
| 351 | Supply & Installation interconnecting with Disply, Cameras & NVRfor successful operation of the total systemall complete as per direction & satisfaction of the Engineer in charge. |
| 352 | Supply, installation of controller Unit (BOSCH PHILIPS) / Amplifier as per direction of E.I.C. |
| 353 | Supply of Wireless hand held vocal microphones featuring high feedbac rejection, mute button for full speech control, syncronixation via RF remote channel frequencies tunable in steps of 25 KHz 24 MHz bandwidth, 8 frequency banks with each max 12 presets as per direction of E.I.C. |
| 354 | Supply & installation of speaker of approved make and brand including necessary arrangement of erecting the box on the post and cable for wiring all complete as per direction of EIC. |
| 355 | Supply installation fitting-fixing and testingincluding necessary arrangement of erecting the light post all complete 50 W outdoor LED Flood Light marine gradefor illuminating Pontoon and gangway river end under instruction & satisfaction of Engineer-in-charge. |
| 356 | Supply installation fitting-fixing and testingincluding necessary arrangement of erecting the light all complete 20 W outdoor LED Lightmarine grade for link platform, passenger shed, toilet block and under instruction & satisfaction of Engineer-in-charge. |
| 357 | Supplying, installation of 16 M. Highmast (Thin wall shell lighting mast polygonal tapered section made of E-350 grade of steel, hot dip galvanised, fit together in slip jointing system)6 nos luminaries with necessary lantern ring at top, inspection door at bottom, lightening arestor, canopy, winch, wire rope etc including suitable cable of approved make complete. |
| 358 | Bank protection work surrounding the jetty |
| 359 | Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m. and sewing with 12 S.W.G galvanised wire including cost of all materials, carriage up to site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.) c) 0.60 metre x 0.60 metre nominal section |
| 360 | i) 0.75 metre x 0.45 metre nominal section |
| 361 | k) 0.90 metre x 0.60 metre nominal section |
| 362 | Supplying to site and pitching with 1st class kiln burnt or picked jhamabricks including dressing, ramming and preparing bed to proper slope complete with necessary earth work not exceeding 300 m.m. in depth and filling gaps with powdered earth or local sand etc. complete (The rate is including cost of sand). i) With 1st class kiln burnt brick d) 25.00 cm thick |
| 363 | Supplying, fitting and fixing pieces for rectangular / square / circular susages at the ends, with 10 SWG / 8 SWG GI wire net of different mesh sizes tying & sewing the same maintaning a lap length of 150 mm all around with 12 SWG GI wire complete, including the cost of supply of wire netting, fitting etc. complete as per direction of the Engineer-in-charge. a) Mesh size 100mm x 100 mm with 10 SWG wire. |
| 364 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates (stone / brick) and sewing as done in case of cement bags, (tying with a knot after filling will nbot be accepted), and stacking within a kead if 30 netre as per direction of Engineer-in-charge (cost is excluding the cost of any types of filling materials). NB: Volume of earth / sand filled bags should not be less than 0.028 cum/bag. |
| 365 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts. |
| 366 | Providing and laying pre-cast brick block pitching of required size (53 cm. x 53 cm. x 25 cm. or as directed by the Engineer-in-charge) with 1st class kiln burnt bricks in cement mortar including flush pointin on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster, curin, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials / blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is 1:4) |
| 367 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooeen malllet after laying to achieve designed section as per direction of the Engineer-in-charge (measurements will be on finished work / in stack after deducting necessary void).a) Jhama ballast |
| 368 | Supplying to site empty cement polythene bags (capacity 50 kg.) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg.) |
| 369 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Silver Sand. Stacked at site. |
| 370 | Earth work in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. |
| 371 | Supply & deliver at site rails of 105 lbs (52.10 kg/m)as vertical post to make crib supportfor bank protection as per drawings under instruction & satisfaction of Engineer-in-charge. |
| 372 | Driving rails by pile engine set inside the river bed by monkey in all sorts of soil including hoisting and placing piles in position, joining the rails by nuts, bolts & plates, cutting to sizes and making one end pointed, including joining by plates after making holes in rails.driving link platform / foot bridge staging platform vertical post at site in the tidal condition of river from barge / pontoon / boats or from heavy staging as necessary where standing water is involved with necessary equipment & machinery requires including hire and labour charges of necessary appliances and alltools and tackles under instruction & satisfaction of Engineer-in-charge. |
| 373 | Supply & deliver at site different sections / dimensions structural materials / plates / chequered plates / ISMB / ISMC / ISA / pipes / plates flatbar at site for the construction of link platform/ foot bridge & 2 Nos. grill gate at the entrance of Gangway, light post, roof truss, vertical posts, palm plates , pad pieces, yoke roller resting boxes & essential structural works for supporting arrangement of bank under instruction & satisfaction of Engineer-in-charge. The work shall be carried out in the tidal condition of river from barge / pontoon / boats as necessary including hire and labour charges of necessary appliances and alltools and tackles. (Angle -65x65x6, Wt-5.8Kg/m, Provide 2m @1.0m c/c in top & middle ) |
| 374 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] (A) M 25 Grade. |
| 375 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. |
| 376 | Passenger waiting area with toilet blocks and installation of Solar OFF GRID PV Power |
| 377 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.i) For roof truss works a) Span up to 12 Mtr |
| 378 | Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. as per IS:12866-1989. (In all floors for internal wall & upto 6 m height for external wall) (d) 3.0 mm thick (5.10 Kg/Sq.m) |
| 379 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) |
| 380 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white |
| 381 | Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:- Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers. 3 /4 track sliding window |
| 382 | Supplying, fitting & fixing Zn -Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa ofrapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm Self tapping screw , EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet. |
| 383 | Providing Bored Cast-in-situ M-25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering ofreinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). (a) Using tripod, winches (i) 600 mm. diameter pile. |
| 384 | Extra above item no. 06, for supplying, fitting, fixing of 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-in-Charge.a) 6 mm thick casing: (i) 600 mm. diameter pile. |
| 385 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] (A) M 25 Grade. |
| 386 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 387 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.SAIL/ TATA/RINL |
| 388 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 389 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 390 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 391 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 392 | Brick work with 1st class bricks in cement mortar (1:4).(a) In superstructure, ground floor. |
| 393 | 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 (Ground floor).[Excluding cost of chipping over concrete surface] (a) With 4 : 1 cement mortar. (i)20 mm thick plaster. |
| 394 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative. |
| 395 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) I (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. (A) Deep Colour & White Sq. |
| 396 | Supplying and laying true to line and level Tactile Finish Scratch resistant, Neutral to UV rays, Non-fade, High Slip Resistant Full Body Vitrified Tiles conforming to IS:15622-2006 & IS :4457- 2007 and tested in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance: 0.6, Mohr"s hardness > 7.0, Staining resistance: Class-1, Water Absorption E < 0.5%], MOR > 38N/sq.mm & Breaking strength > 4000 N for Outdoor area of building e. g. Driveway, Pathway, Pavements, Parking lots, Sloping ramps, Entrance lobbies, Patios, Portico, swimming pool enclosure, Bus Passenger Shed & directing visually impaired persons, set over necessary underlay and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles and removal of wax coating of top surface of tiles with warm water and cleaning the tiles using soft and dry cloth complete including the cost of materials, labour and all other incidental charges complete including backside slurry but excluding the cost of underlay and true to the manufacturer"s specification and direction of Engineer-in-Charge. In Ground Floor: Sizes-300 mm x 300 mm x15 mm |
| 397 | Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of oncrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor (a) Area of each Granite slab 0.6 to 1.0 Square meter |
| 398 | Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge. |
| 399 | Supplying, Fitting & Fixing 30 mm thick Double Leaf Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor |
| 400 | Supplying, fitting and fixing boiling water resistant ply conforming to IS: 303- 1989 bonded with phenol formaldehyde synthetic resin of approved make and brand fitted and fixed as per design as per approval and direction of Engineer-in- Charge.[excluding the cost of supporting frame work and teak wood batten/Lipping] In Ground Floor (ii) 6mm |
| 401 | (v) 16mm |
| 402 | (vi) 19mm |
| 403 | Supplying fitting, fixing decorative lamination conforming to IS: 2046 : 1995 as per approved make, brand, finish and thickness with fitting, fixing the same on Particle/MDF / Ply Boards with recommended / approved adhesive with proper clipping the sides for better attachment as per direction of Engineer-incharge. The rate includes the cost of labour, adhesive and all incidental charges thereof. In ground floor (i) Thickness of laminate 1.5mm |
| 404 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer"s specification and as per direction of the EIC. (In Ground Floor) b ) Two Coats i) Water based interior grade Acrylic Primer |
| 405 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer"s specification. In Ground floor: Two coats. |
| 406 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 407 | M.F. suspended ceiling made with 12.5 mm thick Gypsum plaster board including G.I. perimeter channel of 0.55 mm flush (having two flanges 20 mm and 30 mm respectively and web 27 mm ) along with perimeter of ceiling with G.I. intermediate channel of 0.9 mm thick size 45 mmx15mm placed at 750 mm c/c with G.I. ceiling angle of size 25 mmx10mmx0.55 mm thick fixed to the ceiling with G.I. Cleat and steel expansion fastener ceiling section 0.55 mm thick of size 51.50 mmx26mm fixed to the intermediate channels with the help of connecting clip and in the direction of perpendicular to the intermediate channel of 300 mm c/c 12.5 mm thick Gypsum plastered board are to be fixed under ceiling section as above by machine screws. The boards are to be joined and finished with jointing compound, paper tape and application of top coat etc. as per the direction of Engineer-in-charge. (The rate includes of cost of all materials including taxes, cost ofccessories, fittings and fixtures, scaffolding and labour charges etc. complete) In ground floor |
| 408 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. |
| 409 | Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) |
| 410 | Supply & Fixing of perforated GI cable tray bend with perforation not more than 17.5% suspended from ceiling with two nos. suspenders & 25x25x3mm angle iron for supporting the cross member incl. S&F GI connector, 6mm dia MS suspender, bolts & nuts, steel fastener etc. as required of the following size. Incl. Al painting of MS support. 300x50x1.25mm (18SWG) |
| 411 | Supplying, fitting and fixing of (3)Three Seater Waiting Area Chair, Chair for Hospitals, Office Airport Bench | Garden Bench | Reception Bench, Stainless Steel Chair.3 seater Product Dimensions: Width (70 inches) X Depth ( 26 inches) X Height ( 31 inches) Color: Shining Silver, Material : Mild Steel ( Iron ), Finish: Chrome Finish, Style: Contemporary |
| 412 | Supplying, fitting and fixing of Foot Light Square Indoor / Outdoor LED IP65, 3000K, Aluminum Die Casting Body Wall Light as per instruction & direction of Engineering in Charge. |
| 413 | Supplying, fitting and fixing of Panel LED Light for Ceiling, 12-Watt Square Panel Light with IP50 Dust Proof/Fancy Square Lights Need No False Ceiling Pack of 4 (Metal;Aluminium) as per instruction & direction of Engineering in Charge. |
| 414 | Supplying, fitting and fixing of Havells 1200 mm Ambrose Energy Saving Ceiling Fan (Gold Mist Wood, Pack of 1) as per instruction & direction of Engineering in Charge. |
| 415 | Supplying, fitting and fixing of Jaquar make Sink Cock with Regular Swinging Spout (Wall Mounted Model) with Wall Flange as per instruction & direction of Engineering in Charge. |
| 416 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part- I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. For 100 users A) With Pakur variety. (SAIL/TATA/RINL) |
| 417 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (SAIL/TATA/RINL) |
| 418 | Fixing only exhaust fan after making hole in wall and making good damages and smooth cement finish etc. as practicable as possible and providing necy. length of PVC insulated wire and making connection for exhaust of following diameter: 45 cm (18") |
| 419 | Supply & Fixing louver shutter on wall with necy. bolts & nuts (6 mm dia x 62 mm long):Al 45 cm (18") Exhaust fan |
| 420 | Supply & Fixing GI sheet (20SWG) metal Cowl with MS flat iron frame & GI wire mesh on wall with necy. bolts & nuts (6 mm dia x 62 mm long) 45 cm Exhaust fan (18") |
| 421 | Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. (vi)pitton for Dental Surgeon |
| 422 | Supplying, fitting and fixing pedestal of approved make for wash basin (white) |
| 423 | Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (iv) 1050 mm long |
| 424 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 15 mm |
| 425 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 20 mm |
| 426 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 25 mm |
| 427 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. (a) For Exposed Work (i) CPVC Pipes Class-1, SDR-11 (Dia) 32 mm |
| 428 | Suppling, fitting and fixing Wall mounted water closet of white glazed vitreous chinaware of approved make and brand in position complete with necessary nut and boalts (Equivalent to Code No. 20061 or 92065 & Model Studio or Rubbic of Hindware or equivalent.) |
| 429 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. (i) 635 mm X 395 mm X 420 mm |
| 430 | Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately). (i) 450 mm X 350 mm |
| 431 | Supplying, fitting and fixing Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws complete. (a) E.W.C. (iv) Bestolite (solid type) white |
| 432 | Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. i) Polythene Flush Pipe |
| 433 | Supplying, fitting and fixing urinal flush pipe fittings of approved brand. (a) C.P. urinal flush pipe fittings range of one |
| 434 | Supplying, fitting and fixing 18 mm thick marble partition slab with chawk doongri marbel square cut, both sides polished with two front corners rounded and edges polished. |
| 435 | Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm |
| 436 | Supplying, fitting and fixing liquid soap container. (a) Cromium plated. |
| 437 | Supplying, fitting and fixing towel rail with two brackets. (a) C.P. over brass 25 mm and 450mm long |
| 438 | Supplying, fitting and fixing bib cock or stop cock. (a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 439 | Supplying, fitting and fixing pillar cock of approved make. a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 440 | Chromium plated Hand shower with Flexible Tube & fittings(Equivalent to Code No. Hsh-1937 & (Equivalent to Code No. 5037 & Model - Florentine of Jaquar or similar) |
| 441 | Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. xiv) 12mm thick coloured / tinted / toughened glass coforming to IS: 2553-1992 (Part-II) |
| 442 | The fabricated pontoon shall be cleaned mechanically / manually internal & external area prior to apply paints. The pontoon external hull area including deck, fittings & internal void spaces shall be painted with 2-coats Marine Grade Primer, final 2 coat Fluorocent paint & one coat of antifouling paints to be painted upto water lebel as per painting schedule under instruction & satisfaction of Engineer-in-Charge. |
| 443 | Supply, installation, fitting and fixing of Solar OFF GRID PV Power System for Lightingsystem with Battery, Inverter, Solar Panels including fabrication works as per requirement of all complete of Capacity - 11.5 kwp including O&M for 5(five) years as per instruction & direction of Engineering in Charge. i)Good quality Solar PV Modules Mono Perc of550 W /24 V-21Nos. ii)Good quality Solar off Grid Solar Inverter 15 KVA/180V-240V-1Nos. iii)Good quality Exide make Solar Batteryof 200AH-15-Nos. iv)Good quality of DC Cable XLPO TUV Protected 10 sq.mm 10 Meter-5Nos v)Good quality of AC Cable 6 sq.mm of1 coil. vi)Good quality of Multipurpose Solar Energy EarthingKit-1 set. vii)Light fitting as per requirments. viii)Wiring as per requirement shall be installed. |
| 444 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). iv) 80 mm x 60 mm rectangular |
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