Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date11 Jul 2024
Closing Date25 Jul 2024
Tender Amount₹ 3,60,250
Costs
EMD
₹ 7,205Document Cost
₹ 450Tender Fee
Refer Documents
Summary
Wbmad/sm/engg.sec/15 F.c/01 Of 2024-2025
Description
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Contact
Tender Id
2024_MAD_709787_2Bid Award Id
ViewTender No
WBMAD/SM/Engg.Sec/15 F.C/01 of 2024-2025Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part -l).
(A) PVC Pipes 100 mm 100mm dia ,
81
70794
874
32mm dia ,
50
8450
169
Supplying high density polythene strainer of approved make with adapter
conforming to I.S. specifications.
ii) 100mm dia ( If required),
16
21104
1319
Washing & developing tube well with air compressor pupm & engine for 8 Eight) hours continuous pumping per day with necessary arrangement for testing the yield in gallons per hous with ' V ' notch including hire & labour charges for all tools & plants & scaffolding as required .
1
7538
7538
Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.
1.3
2637
2029
Supply, delivery at site the followig sumersible pumping machinery as follows:- Submersile Pumping Machinery directly coupled with waer proof suitable size motor having following specification. Pump: Duty condition : Discharge: 4M3/Hr., Head: 55 mtrs. Shaft : Stainless Seel, Impeller : Cr. Steel, Outlet Size: 80 mm/ 65 mm, Motor: Submersible type : 1H.P, 50Hz, 400V + 10%, 2900 RPM Motor must be suitable for operation with star delta starter, energy efficient. (Make:KSB/ Texmo / Kirlos) (TC, GC & Curve Charte needed at the time of delivery)
1
14603
14603
Supply & Fixing 240 V, 25 A, Modular type starter (Brand approved by EIC) with 25A Modular switch type DP MCB (CCurve) and 4 Module GI Modular type switch board with 4 Module top cover plate flushed in wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc. Page No- E-19 & Item No.-17 of PWD Eletrical
1
784
784
Supplying and fixing Sheet steel Main Switches on flat iron frame on wall 30/32 A Havells make, 240 V DP with fuse on L&N Page No- D-1 & Item No.-1of PWD Eletrical
1
1277
1277
Wiring with 1.1 KV grade single core PVC insulated stranded Copper wire in EI conduit/GI conduit and painting. 2x1.5 sqmm wire in 19 mm conduit incl. S&F1x14 SWG GI ECC Page No- E-1 & Item No.-1(b) of PWD Eletrical
76
10336
136
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match withf GI Pipes as per IS : 1239 (Part-I) with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducig socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pips, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings ec. 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)
25mm dia P.V.C pipe,
20
3540
177
20mm dia P.V.C pipe,
15
1935
129
15mm dia P.V.C pipe,
10
1010
101
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007
(Q)Ball Valve
a)25mm Dia,
8
1912
239
a)40mm Dia,
3
1659
553
Supplying fitting and fixing polythene Bib cock/Stop cock with metal inlet (EMCO/ ATLAS or equivalent)
a)15mm Dia,
4
356
89
125 mm thick brick work with 1st class bricks in cement mortar (1:4) in ground floor
6
3507
584.53
Plaster including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, Plaster (to wall, floor, ceiling etc.) with sand and cement mort including throating, nosing and drip course where necessary.(ground floor).
b)15 mm thick plaster (6:1)
9
1192
132.55
Neat cement punning about 1.5mm. thick in wall dodo window sills, floor drain etc. Note: Cement 0.152 cum per 100 sqm
9
294
32.76
Earth wark in excavation of foundation trenches or drains, in all sorts of soll (including mixed soill but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item including necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.
6.91
824
119.27
Filling in foundation by silver sand in layer not exceeding 150mm as directed and consolidating same by through saturation with water ramming complete in/c cost of supply of sand (payment to be made on measurement of finished quantity)
(b) Do by fine sand.
0.86
494
572.55
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.
5.76
138
24
Cement concrete with graded stone ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety]
(a) 1:3:6 proportion
0.86
3547
4105.52
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)
5.28
1082
205
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.
(i) Pakur Variety.
2.07
10022
4846.48
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
(i) Tor steel/Mild Steel
JSW/JSPL/SHAYAM/SRMB/BMASL/ELECTRO STEEL/ SSL
2.068 x 1.2% x7.850 = 0.1948
0.19
10604
54439.07
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 anderection 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 infinished 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
SHS
100 *100* 4 MM
4 X 2.4 = 9.6 M @ 11.73 KG/MTR. = 112.608 KG
0.11
8171
72316
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 inci................ I) For structural members of specified sections weighing less than
22.5 Kg./m
Angle 40 x40 x 6 mm
28 x 1.350 = 37.800 m
10 x 2.000 = 20.000 m
20 x 1.500 = 30.000 m
16 x .350 = 5.600 m = 93.400 m @ 3.50kg / mtr. =326.900 kg M.S PLATE
24 X.100 X.100 X .006 X 7850 = 11.304 kg =338.204 kg
0.34
24539
72603
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete
or cement grout as directed. (c) 600 mm long
4
764
191
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.
(ii) Grill weighing above 16 Kg./sq.mtr and above
0.4
3878
9696
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer 2000 lit. capacity.
1
10434
10434
Earthwork in filling in foundation trenches with good earth, in layers not exceeding 150 mm in/c watering and ramming etc. layer by layer complete (Payment to be made on the basis of measurement of finished quality of work).
a) With earth obtained from exacavation of foundation.
1.38
107
77.54
Supply of PVC pipes & fittings Schedule 80 (medium duty) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239(Part - I). (L) Reducing Socket 100 X 50 mm
3
513
171
Supply of PVC pipes & fittings Schedule 80 (medium duty) conformingto ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239(Part - I). (iii) Nipple (150 mm long), 50 mm dia
3
156
52
(iii) Nipple (150 mm long), 32 mm dia
2
72
36
Supplying, fitting and fixing G.I. cap at top
i) 100 mm
1
139
139
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (A)(I) CPVC Pipes Class-1,SDR-11 32 mm Dia
90
20520
228
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (K) Elbow (90°), 25 mm Dia
12
348
29
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (C) Equal Tee, 25 mm Dia
12
468
39
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (B) Socket, 25 mm Dia
7
140
20
(B) Socket, 32 mm Dia
2
68
34
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (N) Union, 25 mm Dia
6
726
121
(N) Union, 32 mm Dia
1
149
149
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (I) Tank connecting nipple, 25 mm Dia
2
230
115
(I) Tank connecting nipple, 32mm Dia
1
166
166
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (O) Reducing Tee, Size-25 mm x 25mm x15mm
5
180
36
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (Q) Ball Valve, 20 mm Dia
4
608
152
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (L) Elbow (45°), 25 mm Dia
3
153
51
Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes
& fittings conforming to IS-15778: 2007 (P) Pipe Clip, 25 mm Dia
135
675
5
Add (CGST 9.0%)+(SGST 9.0%)=18%
1
54409
54409.29
Add Cess 1%
1
3566
3566.83
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