Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Jun 2024
Closing Date5 Jul 2024
Tender Amount₹ 1,28,64,805
Costs
EMD
₹ 2,57,296Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_689544_3Bid Award Id
ViewTender No
WBMAD/e-NIT/08 of SE (E) / 2023-24(2nd call)Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
Cement concrete with graded stone ballast (40 mm size excluding shuttering) (Rate Analysis)
In ground floor and foundation. (a) 1:3:6 proportion
119.71
575867
4810.52
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. SOR, PWD, P-14, I-1
1007.53
329462
327
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.
( Page No-26, item No-10/i)
658.17
3753530
5702.98
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 ( Page No-42, item No-36/c) (f) 25 mm to 30 mm shuttering without staging in foundation
846.07
173444
205
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 ( Page No-42, item No-36/c) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge
2814
928620
330
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 II. OTHER MANUFACTURERS NOT SPECIFIED
( Page No-44, item No-40/a
56.83
3055231
53760.89
Brick work with 1st class Bricks in cement mortar (1:6) (GF)
(b) In superstructure
( Page No-15, item No-7)
1.41
6918
4907.05
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
( Page No-16, item No-16)
969.67
651162
671.53
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 1:6 cement mortar (c) 15 mm thick plaster
( Page No-189, item no-1/i/c)
2832.69
400967
141.55
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m.
( Page No-192, item no-15)
748.8
24530
32.76
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. b) Two coats
2832.69
107642
38
Protective and Decorative Acrylic exterior emulsion paint of approved quality,as per manufacturer's specification and as per direction of Engineer-in-Charge.The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.
a) Normal Acrylic Emulsion
a)In Ground floor (Two Coat)
( Page No-197, item no-17)
2832.69
189790
67
Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary. ( Page No-219, item no-2)
3120
86361
27.68
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. ISA 50X50X4 mm(IS SP-6)
I) For structural members of specified sections weighing less than 22.5 Kg./m ( Page No-99, item no-1)
1.18
85381
72603
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 (SHS 50x50x3.2)
.ii) For other Structural works like galleries etc.
( Page No-101, item no-2A)
1.65
123585
74900
Supplying galvanised staples fitted and fixed complete.
(b) 32.5 mm. to 37.5 mm. size
( Page No-221, item no-5)
1400
3934
2.81
(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.
85.6
2482
29
(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 :( Page No-200, item no-2)
(b) On steel or other metal surface :
With super gloss (hi-gloss) -
(iv) Two coats (with any shade except white)
( Page No-200, item no-2/A/b
85.6
6762
79
Add GST @ 18%
1
1942997
1942997.97
Labour welfare cess @1%
1
127374
127374.31
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