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Tender For Existing Jetty Ghat Redevelopment, Jalpaiguri-West Bengal

Development Authority-DA has published Tender For Existing Jetty Ghat Redevelopment. Submission Date for this Tender is 27-02-2023. Civil Work Tenders in Jalpaiguri West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

36227370
Tender For Existing Jetty Ghat Redevelopment
Open Tender
Indian
West Bengal
Jalpaiguri
27-02-2023

Tender Details

Existing Jetty Ghat Redevelopment

Key Value

Document Fees
Refer document
EMD
INR 177458.0 /-
Tender Value
INR 88.72 Lakhs /-

BOQ Items

Name of the Work: Existing Jetty Ghat Redevelopment under Gazaldoba Development Authority.
Sl. No. Item Description
1CIVIL Work Part Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
2Earth work in excavation of foundation trenches or drains, in Total sorts of soil (including mixed soil but excluding laterite or sandstone) including 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 1500 mm.
3Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work (a) With earth obtained from excavation of foundation.
4Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
5(A) Filing in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand.
6Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in Total as per relevant IS codes. (RATE ANALYSIS ATTACHED) b) River bazree
7Controlled 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. 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 Total and foundation.[using concrete mixture] (RATE ANALYSIS ATTACHED) M 25 Grade (ii ) N.B. Variety (Stone Metal)
8Reinforcement for reinforced concrete work in Total 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 roof of Total/upto 4 m (i) Tor Steel / Mild Steel
9Hire 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 Total) (f) 25 mm to 30 mm shuttering without staging in foundation
10Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/ Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in - Charge in Total. {White cement and Pigment to be supplied by the Agency] (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur Pink / Udaypur green / Black Bhalsana (iii) Area of each slab/tile exceeding 0.6 sq.m but not excedding 1
11M.S. structural works with Hollow sections (TATA make square or rectangular shape) conforming to IS: 806-1957 & IS: 1161-1958connected to one another with bracket, gussets, cleats as per drawing & direction of Engineer-in-Charge complete including cutting to requisite shape& size, fabrication including metal arc welding conforming to IS:816-1956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814-1957, Haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges such as electricity charges, labour insurance charges etc complete. (i) For roof truss works
12Providing and fixing exterior quality Aluminium Composite Panel (ACP) wTotal 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 Total materials (but including the cost of silicon sealant), labour, scaffolding and Total other incidental charges complete in Total respect as per specification and direction of Engineer-in-charge. (Mode of payment is on finished surface area of ACP) (b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating)
13Supplying,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 architecturaldrawings and direction of Engineer-in-charge. Natural white [Note : for estimate purposeweight of 2- track Aluminium window @ 5.5 Kg per Sq.M.and 3-track Aluminium window @ 6.5 Kg per Sq.M has been considered as per SOR] 10-12 Micron thickness Annodizing film [For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. andfor Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.] [For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. andfor Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr.]
14Supplying 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)
15Supplying, 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 screws 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-incharge. ( Excluding cost of glass/ panel board, door spring/ Al hinges, door closer, door stoper, handle, tower bolt and locking arrangment etc) 10-12 Micron thickness Annodizing film Natural white (unit wt of to Top & side frame @1.366 kg/m ; top rail @ 1.296 kg/m; bottom rail @ 1.974 kg/m; lock rail @ 1.590 kg/m; door vertical @ 1.412 kg/m; glazing clip @ 0.167 kg/m. ) [Note : for estimate purpose construction wing may consider weight of Aluminium door @ 9.0 Kg per Sq.M]
16Red oxide wash of approved shade including cleaning and smoothening surface thoroughly (without specific permission from the Engineer-incharge this item of work must not be done on an old painted surface which has not received such red oxide wash before): (b) Two Coat
17(A) 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: With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
18(A) Filing in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand.
1980 mm thick interlocking designer concrete paver block M-40 grade for medium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5] [Border concrete if necessary to be paid separately]. (ii) Coloured Decorative
20(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
21Supplying and Fixing Pole Mounted Perforated 3.5" Height Stainless Steel Dustbin approved as per direction of Engineer- in- charge.
22Supplying and Fixing 3 M Yellow 20 W Designer, For Outdoor Cast Iron Decorative Pole with LED Ceramic Post Top Luminaries approved as per direction of Engineer- in- charge.
23Supplying and Fixing of Large Rustic Rusty Metal Sail Sailing Boat Garden Yard Art Fence Rockery Flower Bed Wall Sculpture of Min size of 4"-0"x3"-0" approved as per direction of Engineer- in- charge.
24Supplying and Fixing "Outdoor Heavy duty 3 seater chairsincluding canopy" approved as per direction of Engineer- in- charge. *Note: 3 Nos of 3 seater chair in aSingle Row of sitting arangement on each hard standing of size12M X 4M (Total : 5 Nos. view points with 2 hard standing each)
25Landscaping & Horticulture Work Supplying and stacking of good earth(adequate for horticulture work)at site including royalty (earth measured in stack will be reduced by 20% for payment) P.W.D./Building Works/P-259/It.No-1
26Spreading of sludge, dump manure,/farm yard manure/animel dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. P.W.D. /Building Works/P-259 /It. No-3
27Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size "1x1" or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools. & plants including materials) P.W.D. /Building Works/P-259 /It. No-4
28Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30cm apart P.W.D. /Building Works/P-260 /It. No-5
29Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials. P.W.D. /Building Works/P-260 /It. No-6
30Planting of trees ( Avenue plants) in 0.60m dia holea, lm deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree. P.W.D. /Building Works/P-260 /It. No-7
31Maintanance of trees for one year (Avenue Plants) including watering, trimming, manuring, spraying insecticide and guarding as required. This includes supply of labour, tools & plants including materials. P.W.D. /Building Works/P-260 /It. No-8
32Supplying 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. P.W.D. /Building Works/P-262 /It. No-9 xxvii) Areca Palm 4 - 5 suckers of height 120 cm to 135 cm in earthen pots of size 25 cm.
33Add GST 18%
34Add Labour Cess 1%
35Electrical Work a) Supplying & Erection of mini size feeder pillar box of Size (918 x 561 x 382 mm) made up of 2 mm thick MS Plate along with suitable M.S. Angle. The P.B. have double hinge door at the front & back with suitable locking arrangement. The box will be painted by 2 cores of aluminiam paint over 1 coat of red oxide paint. Suitable arrangement should be provided for fixing of Timer unit, fuse unit & other accessories. Leg of the pillar box will be 900 mm in length by made up of (35 x 35 x 3 mm MS Angle with suitable base Plate. Legs of the Pillar box will be erected at 300 mm below the ground level with cement concrete (6:3:1). Rest portion coverd by 5" Brick Wall with plastering & net cement & bottom portion filled with silver sand as drawing & direction of E.I.C Page No. 7, Item No. 38 Of UD & MA Elect.-Mech SOR, 2018
36b) Supplying & fixing of Aluminium busbar 240 V, 63 A, 2 bars Size: 360mm x 20mm x 5mm Volumn= 36000 mm3 = 0.000036 m3 Density of Aluminium = 2710 kg/m3 Weight of 2 nos same size bars= 2 x (2710 x 0.000036)= 2 x 0.098 kg= 0.196kg or 0.2kg WBPWD ELECT. SOR-2017, Page- K-1, Item- 21
37c) Supplying and fixing 240/415 V MCB of Breaking capacity 10kA & C characteristics on din rail of existing DBs and necessary connection (b) Legrand FP 10A Page No. D-6, Item No. 7 Of PWD ELECT. SOR, 2017
38(c)Legrand FP 16 A
39Supply of 240V AC analog time switch for ON-OFF control of street light.
40Supplying of 1.1 KV. Grade PVC insulated Conductor of following cables (make: Polycab/ Gloster/Havells/): Size in Sq. mm = 4, No & dia. of wire in mm= 1/2.24,No of Core= 4 Page No. 12, Item No. 1 Of UD & MA Elect.-Mech SOR, 2018
41Size in Sq. mm = 6, No & dia. of wire in mm= 1/2.24,No of Core=4 Page No. 12, Item No. 1 Of UD & MA Elect.-Mech SOR, 2018
42Laying of cable as below, after cutting floor/pavement/wall/ and making holes incl., embedding the cable at an average depth as below and mending good the damages to original finish incl. removing the rubbish From 2.5 sqmm to 35 sqmm at an average depth of 75 mm in floor/pavement/wall etc. Page No. F-3, Item No. 5 Of PWD ELECT. SOR, 2017
43Supply and fixing of LED Bollard 9 Watt Complete with all accessories : Make Bajaj, 9 watt I&WD USOR (M&E)-2022., Page- 112, Item no: 5.3.F.14.0.3
44Supply and delivery at site LED Outdoor Street / wall Light ENDURA PEARL25W MP LAMP (HAVELLS make) Model No. ENDURAPEARLSL25WLED757SASYTOPCMP KMDA Vetted 40m apart
45Fixing outdoor type fluorescent/SV/MV light fitting on pole including S&F 40 mm dia x 1.68 mts. long GI Pipe (ISI-Medium) bracket with 40 mmx10 mm thick, MS clamp etc. and providing wiring with 2x1/1.40 PVC insulated and sheathed wire (single core) from loop box at the base of pole to light fiting through pole & bracket (without control switch) including making connections & painting [WBPWD SOR-2017 Page= H-5, Item no.-4]
46Erection of Single Steel tubular pole of length as given below with/without sole plate & Cap etc. in CC foundationProportion and dimension indicated below), having 600x600x150 mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts. above ground level including 3 mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.6 Km from Store to work-site including filling up the excavated earth pit with shifted soil and ramming properly Upto 9.0 mtr. Size 0.6x0.6x1.70 mts [WBPWD SOR-2017 Page= H-1, Item no.-1]
47Earthing with 15.88 dia 1.8m long G.I. Earth Spike against each Pole (K.M.C. Schedule)
48Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: (a) By TATA-Medium GI pipe [WBPWD SOR-2017 Page=G-1, Item no.-2]
49Supply and fixing of 25mm heavy gauge Polythene Pipe protection forcable [WBPWD SOR-2017 Page= K-2, Item no.-52]
50Add GST 18%
51Add Labour Cess 1%
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