North Bengal Development Department Tender
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North Bengal Development Department - NBDD Tender
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date21 Oct 2024
Tender Amount₹ 24,27,700
Costs
EMD
₹ 48,554Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_NBDD_759772_10Bid Award Id
ViewTender No
NBDD/BS/EE/ NIe-T- 33/2024-25Tender Authority
North Bengal Development Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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(c) Anti termite treatment to the top surface of the consolidated earth within plinth walls with chemical emulsion by admixing chloropyrofos emulsifiable concentrates (1% concentration) with water by weight at the rate of 5 Litres per sq. m. of the surface before sand bed or sub-grade is laid. Holes upto 50 mm. to 75 mm. deep at 150 mm. centre to centre both ways shall be made with 12 mm, diameter mild steel rod on the surface to facilitate saturation of the soil with the chemical emulsion. The work shall be carried out as per specification described in para 6.4 of code IS6313 (part -II) 1981. ( Mode of measurment will be per Sq.m of plan area of plinth treated.)
43.69
5728
131.1
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
26.01
10044
386.14
... More
25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - aterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
24.8
6089
245.51
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Ordinary Cement concrete (mix 1:2:4) 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
22.3
135323
6068.31
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Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and einforcement 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 ontrolled concrete ut actual consumption will be determined on he basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety
27.07
196507
7259.23
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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) When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
283.35
110764
390.91
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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 ecessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every ntersection, complete as per drawing and direction
(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel ii) JSW/JSPL/SHYAM
4.68
287176
61362.4
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Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
18
105543
5863.51
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
34
27406
806.05
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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]
(ii) With 1:4 cement mortar (b) 15 mm thick plaster
255.46
47998
187.89
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(c) 10 mm thick plaster
64.11
9686
151.08
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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
38.44
14797
384.95
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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.
255.46
11570
45.29
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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
510.92
27462
53.75
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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
510.92
40797
79.85
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc NOTE:Cement 0.152 cu.m per 100 sq.m.
126.9
4950
39.01
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(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. Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
6.32
75456
11943.03
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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m
0.48
42393
88873.72
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Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary ccessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making hreads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately
(v) 40 mm dia. medium quality
75
35754
476.72
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Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.
(i) 40 mm dia.
1
349
349.2
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Supplying, fitting and fixing special hand pump no. 6 of approved make (for 50 mm or 40 mm dia. tube well).
1
4450
4450.18
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Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.
(i) 40 mm dia.
1
148
147.78
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Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.
(a) For depth upto 150 metre
(i) 40 mm dia. boring etc.
75
8045
107.26
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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 omplete.
(a) Depth of excavation not exceeding 1,500 mm.
96.61
13733
142.15
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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.
19.32
1785
92.41
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A) 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. (paymentto be made on measurement of finished quantity)
(B) Do - by fine sand
14.86
10619
714.62
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Ordinary Cement concrete (mix 1:2:4) 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
8.46
53181
6286.18
... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and einforcement 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 ontrolled concrete ut actual consumption will be determined on he basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety
28.05
211791
7551.02
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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.
207.02
80926
390.91
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if ecessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every ntersection, complete as per drawing and direction(a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel ii) JSW/JSPL/SHYAM
4.84
339469
70080.34
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in
ground floor
243
197513
812.81
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Extra for using approved H.B netting in every third layer in 16 & 17 of
subhead A above in any floor
243
11873
48.86
... More
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]
(i) With 1:6 cement mortar
(b) 20 mm thick plaster
600
115842
193.07
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etcNOTE:Cement 0.152 cu.m per 100 sq.m.
216
8752
40.52
... More
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
600
32250
53.75
... More
Protective and Decorative Acrylic exterior emulsion paint of approved
quality, as per manufacturer's specification and as per direction of
Engineer-in-Charge to be applied over acrylic primer as required. The
rate includes cost of material, labour, scaffolding and all incidental
charges but excluding the cost of primer.
In Ground floor (Two Coat)
a) Normal Acrylic Emulsion
600
47910
79.85
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Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.)
100
48625
486.25
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Direction and Place Identification Signs with size more than 0.9 sqm size Board.
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).
1.35
15053
11150.48
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