North Bengal Development Department Tender

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North Bengal Development Department - NBDD Tender

Works
Eprocure
Opening Date10 May 2018
Closing Date25 May 2018
Tender Amount₹ 30,02,893 
Notes
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Costs

Description

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BOQ Items

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Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity) a) Do - by fine sand

48.32

34614

716.36

... More
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) Pakur variety

43.73

291435

6664.73

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(II) Cement concrete with 30 mm down graded shingles excluding shuttering N.B. Variety In ground floor (a) 1:3:6 proportion a) N.B. Variety In ground floor

16.72

62547

3740.88

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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. SAIL/TATA/RINL

5.15

343731

66756.98

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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 ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge (a) Ground Floor

341.32

126642

371.03

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(f) 25 mm to 30 mm shuttering without staging in foundation

264

61220

231.9

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Brick work with 1st class bricks in cement mortar (4:1) a) In foundation and plinth

24.24

140419

5792.88

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

526.4

397769

755.64

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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) External Plaster (i) With 1:6 cement mortar (b) 20 mm. thick plaster

619.92

110096

177.6

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(c) 15 mm. thick plaster for Internal Wall i) In Ground Floor

705.92

110198

156.11

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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.

332.32

12781

38.46

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Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (d) Sal : Local. a) In Ground Floor For Door

0.22

18220

81341.2

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Supplying solid flush type doors of commercial quality, thetimber frame consisting of top and bottom rails and sidestyles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways inorder to make the door of solid core and internal lipping withGarjan or similar wood veneers using phenol formaldehydeas glue etc. complete, including fitting, fixing shutters inposition but excluding the cost of hinges and other fittings. In ground floor. (b) 32 mm thick shutters (single leaf) a) In Ground Floor

15.12

40347

2668.5

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Supplying, fitting and fixing M.S. clamp for door and window frame made of flat bent bar, end bifurcated, with necessary screws etc. by cement concrete (1:2:4) as per direction. Cost of concrete will be paid separatively). c) 40 mm. x 6 mm. 125 mm. length.

64

1447

22.62

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Supplying fitting and fixing in position approved P.V.C. door frame (matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm(0.2mm) horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.2 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials taxes and all other incidental charges complete.

39.6

12497

315.6

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Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59mm x 30mm section with 2.0mm (+0.2mm) wall thickness, horizontal & vertical section shall be fixed to each othe by self tapping screws and one solid polymeric/M.S. galvanised tubular L-shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges. Polymer based multicavity holoow section of 120mm x 30 mm with 2.0mm(+0.2mm) wall thickness will be fitted in the middle reinforced by solid polymer bar of 200 mm long at both ends and screws for both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100mm x 25mm, with wall thickness 1.2 mm(+0.2mm) and 2 nos. of 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials and labour, hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete. The rate is inclusive of cost of hinges, hasp bolt, tower bolt, door ring etc.

12.64

30412

2406.06

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Supplying fting and fixing windows and ventilators with or wotout integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straitning if required, fixing lugs in cement concrete ( 4:2:1) with stone chips 19 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (b) Openable steel windows as per IS sizes with side hunge shutters and horizotal glazing bars, with or outhout fixed type ventolators ( the extra rate admissible for the openable portion only.) i) In Ground Floor

59.76

114177

1910.6

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v) Two point nose aluminum handle including fitting and fixing. i) In Ground Floor

88

3981

45.25

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(vi) steel peg stay 300 mm long including fitting and fixing. i) In Ground Floor

88

2488

28.28

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(viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. i) In Ground Floor

717.12

55973

78.05

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Supplying best indian figured glass viz. hammered, fluted, ribbed, pinhead etc. type including cutting to required sizes, setting on putty bases and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external walls) (i) 3 mm thick (White) i) In Ground Floor

59.76

28189

471.71

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Iron socket bolt of approved quality fitted and fixed complete (a) 75mm long x 10mm dia bolt.

16

615

38.46

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i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (c) 300mm long.

8

1212

151.58

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Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (iii) 75mm. X 40mm. X 1.12mm.

32

1013

31.67

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Iron door handle of approved quality fitted and fixed complete: (i) 100mm x 5mm.

16

723

45.25

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

1444.32

32692

2263.53

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(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

101.84

3340

32.8

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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.

39.28

1688

42.99

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(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 : (b) On Timber or Plastered surface :(iii) Two coat (with any shade except white) With Supergloss (hi-gloss) a) In Ground Floor

39.28

3599

91.63

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(b) On steel or other metal surface : With super gloss (hi-gloss) - iv) Two coats (with any shade except white)

101.84

5644

55.43

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M,S. structural works in roof trusses with tubular sections conforming to IS: 806-1957 & IS: 1161- 1958 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in- charge complete including cutting to requisite size, fabrication with necessary 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 rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc, Payment to be made on the basis of calculated weight of structural tubular memebrs 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 weigt 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 trusses spanning up to 12.00 m

2.59

177621

68526.96

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Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts,limpet and bitumen washers and putty complete with 150 mm, end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet a) In Ground Floor

296.16

207375

700.21

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Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way (a) With 0.60 mm sheet

66.4

27490

414.02

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Supplying, fitting and fixing Shallow water closet Indian pattern (I.P.W.C.) of approved make in white vitreous chinaware in position (excluding cost of concrete for fixing). (i) 580 mm long

8

8805

1100.66

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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)

8

139961

17495.14

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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. (i) For 10 users B) With Bazree (N.B Varity) (SAIL/TATA/RINL)

8

296311

37038.88

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Supplying,fitting and fixing cast iron 'P' or 'S' trap conformimg to I.S. 3989/ 1970 and 1729 / 1964 including lead caulked joints and painting two coats to the exposed surface. (Painting to be paid seperately).(iii) 100 mm

8

8579

1072.38

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Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (b) 110 mm

40

13212

330.31

... More
xv) Vent Cowl (b) 110 mm

8

298

37.33

... More
xvi) Pipe Clip (b) 110 mm

40

950

23.76

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D)Solvent Cement 250 ML

8

932

116.51



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