Gangasagar Bakkhali Development Authority Tender

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Gangasagar Bakkhali Development Authority - GBDA Tender

Works
Coal
Eprocure
Opening Date25 Aug 2021
Closing Date15 Sep 2021
Tender Amount₹ 32,21,956 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.

140

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244.12

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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.

550

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14.71

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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 1500 mm

40.32

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175.4

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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) b) with fine sand

2.16

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193693.34

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Single brick flat soiling of picked Jhama bricks including ramming and dressing bed to proper level and filing joints with local sand .

28.8

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530.88

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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

28.8

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35.29

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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. (a) With Pakur/chandil variety stone chips. i) In foundation and ground Flooor

2.88

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7905.73

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I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion

18.52

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10199.81

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Reinforcement (for reinforced concrete work) including distribution bars stirrups, Binders etc. Including supply of rods, Including straightening bend of any dia, cutting to requisite length, hooking and binding with 1.626mm black annealed wire at every intersection compete as per drawing direction including cost of wire (payment to be made on requirement of reinforcement as per drawing direction). (a) Tor steel/mid steel II. SAIL/TATA/RINL i) For works in foundation, basement and upto roof of ground floor/upto 4mts.

2.78

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104221.89

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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 groundfloor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

60.8

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378.95

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Brick work with 1st class bricks in cement mortar (1:6) . b) In Superstructure Ground floor

7.5

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7960.14

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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

126

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1064.68

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Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (iii) 35 mm. thick

40.5

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485.28

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Supplying& laying 20 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar & slurry will be supplied by the Department. Border concrete if necessary to be paid separately].

12.25

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1229.39

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Repairing cracks in floor with cement mortar (1:2) with necessary pigment to match with existing works, including prior cutting and cleaning the cracks as directed.

100

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1011.75

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Filling rat-holes with broken glass and cement concrete (1:3:6) with jhama chips including shaping holes and mending damages.

30

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80.88

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Washing and cleaning with oxalic acid powder using 33 gms./sq.m. (a) Marble floor/ marble dado

250

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1023.51

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Washing and cleaning with soap water and rubbing with oil cloth in all types of floor and dado.

152.1

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8.83

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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 of trapizoidal 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

150.15

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1157.33

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Plaster (to wall, floor, ceiling etc) with sand and cement mortar including rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface, includijng throating, nosing and drip course where necessary. (a) With (6:1) cement mortar, 20mm thick plaster(external plaster) i) In Ground floor (External)

250

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257.35

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(a) With (6:1) cement mortar, 15mm thick plaster(internal plaster)

50.35

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222.06

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Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

25

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50

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Wood work in door and windowframe fitted and fixed complete including a protective coat of painting at the contact lsurface of the frame a) (d) Sal : Local. i. Ground Floor

3.06

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114219.87

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M.S. clamp for fixing door and window frame made of flat bent bar, end bifurcated fixed in cement concrete with stone ships (4:2:1) fitted and fixed complete as per direction and mending all damages complete. (a) 40 mm x 6 mm ,250 mm length.

180

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42.64

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Iron butt hinges(Oxidised) of approved quality fitted & fixed witrh steel screws, with I.S.I. mark. a) 100 mm x 58 mm x 1.90 mm

180

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69.11

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Iron socket bolt,fitting fixing complete . 225mm longx10mm dia bolt

30

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113.23

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Iron hasp bolt, fitted and fixed complete 300mm long

30

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244.12

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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: (b) With round base: (i) 150 mm grip x 12 mm dia rod.

60

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133.83

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Panel shutters of doors as per design (each panel arising of single plank without joint) including fitting and fixing the same in Position but excluding the cost of hinges and other fitting iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. i) In Ground Floor

47.88

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4335.21

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Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorative veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings in ground floor: (a) 35mm thick shutters (single leaf)

11.55

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5816.06

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Supplying, fitting and fixing in position approved P.V.C. door frame made of extruded P.V.C. multichamber hollow section having dimensions 60 mm x 50mm /60 mm x 53 mm and suitably reinforce horizontal section will be joined with vertiical section by steel screws after inserting two number steel brackets as reinforcements making suitable space for placinghinges, one steel tube 40 mm x 20 mm x 18 gauge will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixedinthe opening with the help opf P.V.C. expandable fastner and steel screws including cost of all materialsand labour, hirecharges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete, as oper decisionand direction ofthe Engineer-in-charge.

133.65

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448.52

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Supplying, fitting and fixing P.V.C door shutter of approved quality & shade inposition, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.5 mm wall thickness,the section willhave 2 no. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2nos of M.S. tybular gaslvanizedbracketsoflength 200 mm x 80 mm and other 100 mm x 100 mm both 18 gauge in each corner of the shutter frame for placing hinges, polymer based multicavity hollow section of 25 mm thickness will be fitted in the middle withalluminium cleat and steel screws as lock rail, the section frame will thenbe fitted in by polymer based panels of suitable size and 2 no of 6 mm dia bright rod will be inserted horizontally with both side check and nut system and strecches where fixing of hinges/hasp balt/tower bolt/door ring are required to be strong enough to withstand wear and tear. The rate in inclusive of cost of 100 mm . Anodised alluminium hinges and cost of all materials and labour, hire charges of tools and plants and appliences. Carriage of all materials taxes and all ther incidental charges complete. (Width of shutter ranging from 0.60 mts to 1.20 mts and height ranging from 1.83 mts to 2.10 mts). (a) 30 mm thick shutter with 25 mm thick panel (wall thickness 1.20 mm) and 60 mm width stiles andrails with lock rail 120 mm.

40.95

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2857.3

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Renewing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. In cement concrete(1:2:4) including cutting of brick work/concrete work as per direction. (Cost of concrete will be paid separately ) (a) 40mm X 6mm, 250mm Length

8

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69.11

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(A) Providing and fixing of false ceiling with powder coated exposed G.I. grid suspension system (E-Grid T 2430 or equivalent load carrying capacity with mid span deflection not exceeding 1/360 span with hanger spacing of 1200mm c/c ) consisting of Main Runner 3600 mm long, Cross Tee 1200 mm / 600 mm long and Wall Angle. The Wall Angle shall be fixed on PVC Dash Fasteners on the perimeter of the wall by steel screws with distance 300mm c/c. The Main Runners to be placed @ 1200 mm. The Cross Tee 1200mm will be inserted in the pre-cut slots of Main Runner at a regular interval of 600 mm to form a modular grid of 1200mm X 600mm. Additional Cross Tees of 600 mm shall be placed perpendicular to the Cross Tee 1200 mm long to finally form a grid of 600 mm X 600 mm. Grid of module size 600 mm X 600 mm shall be supported by 6 mm dia G.I. wire from purlins / soffit. 6 mm thick High Pressure Steam Cured Non Asbestos Fibre Cement Standard Ceiling Board (Density 1300 Kg/m3) of size 595 mm X 595 mm, conforming IS 14862 & Type B Category III of ISO 8336, tested as per AS-1530 part 3 & BS-476 Part 4,5,6,7 & 8, should be placed in the Grid module to form a False Ceiling. All complete as per the drawing &directions of Engineer-in-charge. In ground floor. A) False Ceiling (with 6mm thick Fibre Cement Designer Board and E-Grid T- 2430).

10

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1008.81

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Supplying best Indian sheet glass panes setin putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (i) 3 mm thick (weighing 7.4 kg/Sq.m)

50.4

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701.46

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White washing including cleaning and smoothening surface thoroughly. All floors : (c) Three coats (on new works only).

50.4

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29.42

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Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)

50.4

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179.41

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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) Two Coats i) Water based interior grade Acrylic Primer

60

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65

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Synthetic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats

60

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100

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Painting 2 coats with best quality synthetic enamel paint ready mixed oil bound paint of approved make and brand over a coat of primer of primer of approved quality including smoothening surface by sand papering using of approved putty etc. on the surface if necessary. a) On timber surface with super gloss (hi-gloos) i)Two coats (With any shade except white )

106.47

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119.12

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b) On steel or other metal Surface with super gloss ( hi-gloss) i)Two coats (With any shade except White )

49.5

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116.17

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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

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42.64

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(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

52.65

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55.88

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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

1

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106345.02

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M.S or W.I ornomental grill of opproved design joints continuously welded with M.S/W.I. flats and bars for windows, railing etc. fitted and fixed with necessary screws and lugs. i) Grill weighing above 16 kg/sqm and above.

2

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14540.9

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Welding in M.S. structural work with gas or electric: (b) Continuous weld.

110

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13.23

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Supplying, 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 Ground Floor. (b) With Chawk Dungri iii) Area of each tile exceeding 0.6 sq.m but not excedding 1 sq.m.

78.75

-

3022

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Supplying, fitting & fixing best quality digital printed Ceramic tiles in coloured decorative on walls and floors to match with the existing work & 4 nos. key stones (10mm) fixed with adhesive 4.5 mm thick 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. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-charge.

120

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1558.79

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Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor Two Coat

100

-

148.53

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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: b) Two Coats

100

-

66.33

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Earth 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

2.5

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114.03

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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)

100

-

13348.27

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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, Vlamoid/Bitumen/M-Seal etc) complete. A) UPVC Pipes: (i) 75 mm. Dia.

20

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276.47

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B) UPVC Fittings: a) Plain Tee (i) 75 mm. Dia.

10

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150

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B) UPVC Fittings: b) Plain Y (i) 75 mm. Dia.

5

-

183.82

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d) Shoe (i) 75 mm. Dia.

5

-

114.71

... More
Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - In- Charge. (Payment will be made on finished length of the work). (A) In 10-12 Micron thickness Annodizing film I) Natural white a) 2- track sliding window i) Bottom frame

30

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320.58

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-Do- a) 2- track sliding window ii) Top and side frame.

30

-

286.76

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-Do- d) Shutter for all track sliding window. i) Bottom & Top member.

20

-

172.05

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-Do- d) Shutter for all track sliding window. ii) Style side member.

10

-

174.99

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-Do- d) Shutter for all track sliding window. iii) Interlock member.

10

-

217.64

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Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. (b) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises, garden, parks,domestic drive as per IS: 15658-2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) (ii) Coloured Decorative

100

-

1985.26



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