Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Excavation
Eprocure
Opening Date6 Nov 2024
Closing Date21 Nov 2024
Tender Amount₹ 19,03,024
Costs
EMD
₹ 38,060Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_766952_1Tender No
WBMAD/DKM/CP/e-NIT-92/2024-25Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand
19.86
357
7090.02
Cement concrete with graded stone
ballast (40 mm size excluding shuttering)
In ground floor
(A) [Pakur Variety] a) 1:3:6 proportion
1.39
4783
6629.82
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
5.74
5468
31400.23
Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth
1.49
5246
7791.01
Brick work with 1st class bricks in cement mortar (1:6) (b) in superstructure
8.43
5357
45164.32
Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved planks of approved thickness with required bracing for concrete slab , beams, columns, lintels curved or stright including fitting fixing and striking out after completion of works.
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of
Engineer-In-Charge.
52.66
334
17588.44
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.
52.66
24
1263.84
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
0.45
54400
24520.59
Plaster (to wall, floor, ceiling etc.) with sand
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.
c) 15mm thick plaster. Outside
60.44
141
8553.37
Plaster (to wall, floor, ceiling etc.) with sand
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 (inside)
40.5
162
6589.35
Plaster (to wall, floor, ceiling etc.) with sand
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
(c) 10 mm thick plaster (ceiling)
14.35
126
1815.71
Supplying, fitting and fixing windows and ventilators with or without 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, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20
mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.
2.88
1663
4789.44
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..
0.04
77671
3058.3
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (a) Ordinary Teak Wood.
1.63
4220
6857.5
Supplying bubble free float glass of approved make and brand
conforming to IS: 2835-1987.
ii) 4mm thick coloured / tinted / smoke glass.
2.88
468
1347.84
Supplying, fitting and fixing M.S. clamps 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 separately) (a) 40mm X 6mm, 250mm Length
12
29
348
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
(vi) 100mm. X 50mm. X 1.25mm.
3
43
129
Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (c) 300mm long.
1
166
166
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
10.8
312
3379.86
Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
3.25
38
123.5
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. GR FLOOR
2.88
29
83.52
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 timber or plastered surface :
With super gloss (hi-gloss) -(ii) Two coats (white in shade)
3.25
78
253.5
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 steel or other metal surface :
With super gloss (hi-gloss) -(ii) Two coats (white in shade) GR FLOOR
2.88
77
221.76
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: (a) One Coat
60.44
31
1897.66
Synthetic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.
Two Coats
54.85
68
3729.8
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
54.85
67
3674.95
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) 100 MM DIA
7
1134
7938
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. (ii) Grill weighing above 16 Kg./sq.mtr and
above(WINDOW)
47.52
96
4607.54
B. SINKING OF 300mmX200mm DIA OF 145MTR. UPVC DEEP TUBEWELL Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling (Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling.
1
64146
64146
Drilling by Direct Rotary method of drilling using 9 7/8” dia.bit
for pilot bore follwed by subsequently reaming using 12 1/4” dia.
,15 " dia. and 17.5" dia. Rock Roller Bits/Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling.
Note:- 1)Rate only for pilot drilling will be @ 50%. of item rate.
2)Rate for reaming by 12 1/4 " dia. bit will be @ 14% of item rate.
3)Rate for reaming by 15 " dia. bit will be @ 16% of item rate.
4)Rate for reaming by 17.5 " dia. bit will be @ 20% of item rate. rate only for pilot driling will be @ 50% of item rate.
a. From 6Mtr. to 90Mtr.
45
442
19912.5
b. From 60 Mtr. to 90 Mtr.
30
487
14610
c. From 90 Mtr. to 120 Mtr.
30
535
16065
d. From 120 Mtr. to 150 Mtr.
30
589
17670
e. From 150 Mtr. to 180 Mtr.
10
648
6480
2) Rate for reaming by 12 1/4 " dia. bit will be @ 14% of item rate. a. From 6Mtr. to 90Mtr.
45
123
5575.5
b. From 60 Mtr. to 90 Mtr.
30
136
4090.8
c. From 90 Mtr. to 120 Mtr.
30
149
4498.2
d. From 120 Mtr. to 150 Mtr.
30
164
4947.6
e. From 150 Mtr. to 180 Mtr.
10
181
1814.4
3) Rate for reaming by 15 " dia. bit will be @ 16% of item rate.
a. From 6Mtr. to 90Mtr.
45
141
6372
b. From 60 Mtr. to 90 Mtr.
30
155
4675.2
c. From 90 Mtr. to 120 Mtr.
30
171
5140.8
d. From 120 Mtr. to 150 Mtr.
30
188
5654.4
e. From 150 Mtr. to 180 Mtr.
10
207
2073.6
4)Rate for reaming by 17.5 " dia. bit will be @ 20% of item rate.
a. From 6Mtr. to 90Mtr.
45
177
7965
b. From 60 Mtr. to 90 Mtr.
30
194
5844
c. From 90 Mtr. to 120 Mtr.
30
214
6426
d. From 120 Mtr. to 150 Mtr.
30
235
7068
e. From 150 Mtr. to 180 Mtr.
10
259
2592
Supply and delivery of UPVC pipe (CD) conforming to IS
12818:2010. (CIPET Certified)
c) 200mm dia.
70
2895
202650
Supply and delivery of UPVC pipe (CD) conforming to IS
12818:2010. (CIPET Certified)
d) 300mm dia.
45
6206
279270
Supply and delivery of UPVC Reducer
a) 300mmx 200 mm dia. ( & )
1
1967
1967
Supply and delivery of UPVC Reducer
d) 300mmx250mm-1 no
1
4250
4250
Supply and delivery of UPVC Cap
300mm dia.
1
2297
2297
Supply and delivery of UPVC Cap
200mm dia.
1
1372
1372
Supply and delivery of M.S. Housing clamp 300 mm dia.
1
3252
3252
Supply and delivery of M.S .Centre guide (Special Type).
8
950
7600
Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.
30
3810
114300
Supply and delivery of Bentonite Powder conforming to IS 6186:1986.
1
13963
13963
Electro-logging charge.
1
15715
15715
Lowering the tube well assembly (UPVC Casing pipe ,well pipe,
strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing
compound including labour cost for subsequent gravel packing and machine operation cost etc.
1
26571
26571
Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
1
56908
56908
Water sample collection and chemical test including Arsenic Test.
1
2425
2425
Cost of Consumables for drilling rigs and machineries.
1
22077
22077
Packing the annular space between the outside of the houshing pipe and the bore with puddle clay balls of approved size as per direction of engineer in charges with cost of all material and labour completes
3.14x.32x45
3.97
417
1657.16
Labour for making arrangment for showing verticality test including cost of hire charges of tools and plants ,scaffolding , laour etc. all complete
1
916
916
Sypply of E.R.W.M.S (Electrical resistant Welded M.S) black pipe of ISI mark as per relivent IS specification (Heavy Quality) having wall thickness not less than 8mm (N.B: The rate for supply of TATA make pipe will be arrived at by adding 20% of the corresponding rates)
i. 300mm Dia
1.5
3644
5466.06
Supplying M.S. male/ female adopter of approved make and brand for coupling of M.S. pipe and fibre glass strainers, as per direction of the Engineer - in - Charge. (iii) 200 mm
1
3426
3426
Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010 .(CIPET Certified)
30
4398
131940
C. Inter Connection for Deep Tubewell Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C.
3
1867
5601
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In Ground floor including roof. A) Upto 150mm thick
6.93
939
6502.58
Labour for taking out old soling edging including removing debris.
(a) Single brick flat soling
46.17
981
452.93
Labour for laying Single Brick flat soling including ramming and dreesing bed to proper level and filling joints with powdered earth.
46.17
40
1846.8
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.
37.67
11927
4492.9
Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per speclfication and direction of the Engineer-incharge, ( laying over ground. the rates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all sorts of holding arrangements]
93
1878
1746.54
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 based on the basis of measurement of finished quantity of work.
(a) With earth obtained from excavation of foundation
30.79
7754
2387.38
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. Do - by fine sand
4.19
104841
4387.6
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.
4.62
5147
23763.98
Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the
Engineer-in-Charge.
6
126
756
Disinfection of water main by filling with water containing bleaching powder of sufficient quantity capable of maintaining a residual chlorine concentration of 10mg/l within the main after a detention period of two hours and flushing the same with fresh water all complete as per specification and direction of the Engineer-in- Charge.
[After successful completion of the process, disposal of water and bacteriological testing of sample of flushed out water from the mains should be made at no extra cost]
93
842
783.06
Supplying, fitting and fixing of C.I. Mechanical Compression Transition Collar Couplings suitable for jointing C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329) with corresponding Inch size Pipes (as per Class- B of BS: 1211). The Couplings to be supplied complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type-4), Cast Iron Follower Glands and Mild Steel Nut Bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and
fixing should be in proper position with proper care of main pipe line for leak proof condition. Diameter in mm x inch. with minimum barrel length in mm.
150mm x 6inch with length 100mm
6
3144
18864
Cost Iron double flanged manually operated sluice valves generally conforming to IS 14864:2000, having four faces and spindle nut of gunmetal. Inside screw non-rising type quality gunmetal / AISI 410 spindle: seat tested to 10kg/cm2, flanges flat faced and drilled to IS:1538:1993 painted black all over with asphalt base paint valves tested by closed end method.
1
7487
7487
Construction of different dia Sluice valve/Airvalve/ Washout chamber in different sizes for village road where light traffic runand for mainroad where heavy traffic run as deptt. approved drawing with 25 cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over 150mm. thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm/150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:-Other manufactuerers not specified]
1
12649
12649
Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for dia meter above 250mm) by providing temporary support, as required, gaskets, nuts&bolts etc. all complete as per specification and direction of the Engineer-in- Charge. [The rate Includes cost of flange joints]
1
1510
1510
Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’]
6
50
300
All types of D.I. Specials (viz.Bend ,Tee,Taper ,End cap), size conferming to IS Specification 9523 -2000 with cement morter lining (inside) and bituminous coating (out side ) (25 % of payment will be held up till successful hydraulic testing) i) 100mm to 300mm All Flange Tee (150x150)mm dia.
108
150
16200
All Flange Tee (150x100)mm dia.
45
150
6750
Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. dismantling existing ferrule with all fittings. plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing the ferrule on the new main with serviceable old G.I pipes and other specials (New G.l. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer- in-Charge.
13
1427
18551
Rubber gusket joints to CI / DI pipes and laying along trench at any depth as per specefication and direction of the Engineer-in-charge.
18
67
1206
Supply and delivery (at site) of DI pipes conforming to IS 8329:2000
93
1549
144057
G.S.T (SGST 9%+CGST9%)
1596764.74
-
287417.65
Cess-1%
1884182.39
-
18841.82
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