Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date25 Jan 2024
Closing Date5 Feb 2024
Tender Amount₹ 2,56,939
Costs
EMD
₹ 5,150Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Kmda/housing / Ee/div-iii/circle I /nit-97/t1/2023-2024
Description
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Contact
Tender Id
2024_KMDA_654278_1Bid Award Id
ViewTender No
KMDA/HOUSING / EE/DIV-III/Circle I /NIT-97/T1/2023-2024Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately)
(a) Upto area 2.5 Sq.m
13
1547
119
Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m.
a) In ground floor including roof.
160
8000
50
Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.
240
4560
19
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 1:4 cement mortar (a) 15 mm thick plaster
40
6680
167
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
335
12730
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 :
(a) On wooden or plastered surface :
With super gloss (hi-gloss) -
(i) Two coats (with any shade except white)
335
27135
81
(b) On steel surface :Two coats (with any shade except white)
62
4898
79
Priming one coat on steel or other metal surface with synthetic oil
bound primer of approved quality including smoothening surfaces by sand papering etc.
62
1798
29
Easing and oiling, cleaning rolling shutters excluding repair to
inside locks.
30
360
12
Supplying best Indian sheet glass panes set in 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)
13.5
6439
477
Extra for fixing glass panes in steel window.
13.5
904
67
Foot rest for Indian pattern water closet.
(a) Dismantling
2
36
18
Dismantling Indian W.C. including taking out base concrete as necessary.
2
90
45
Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing).
(i) 580 mm X 440 mm
2
3226
1613
Supplying,fitting and fixing cast iron 'P' or 'S' trap conformimg to I.S. 3989/ 2009 and 1729/ 2002 including lead caulked joints and painting two coats to the exposed surface. (Painting to be paid seperately).
(A) 'P' Trap (i) 50 mm
2
1014
507
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 Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For structural members of specified sections weighing less than 22.5 Kg./m
0.07
5082
72603
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both
faces of M.S./ W.I. gate etc. with point welding at not more than
150mm apart complete in all respect as per design including cost of all labour and materials.
4
3908
977
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
(Dia)
-
-
-
(i) 20 mm
6
774
129
(ii) 25 mm
6
1062
177
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.
50
5963
119.27
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)
4.6
4306
936.21
Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for non-pressure underground Drainage, Sewerage & Cross drainage application.
-
-
-
i) 150 mm internal dia.
28
11760
420
ii) 200 mm internal dia.
30
18120
604
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
25
1938
77.54
Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling,15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit,providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 5MT Load capacity gully pit cover (yard gully) with with frame and hinge Cover: 470 mm X 420 mm X 80 Frame: 590 mm X 550 mm X 170 mm Weight: 100 kg (approx)a rrangement for opening of sizeith stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.
(i) With Pakur variety. (SAIL/TATA/RINL)
5
37590
7518
Add GST @ 18% on Total amount over item No. 1 to 25, i.e. Rs215589.00
215589
38806
0.18
Add Labour Welfare Cess @ 1% on Total amount over item No. 1 to 27, Rs. 254395.00
254395
2543
0.01
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