Kolkata Metropolitan Development Authority Tender
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Kolkata Metropolitan Development Authority - KMDA Tender
Civil And Construction
Excavation
Eprocure
Opening Date12 Aug 2024
Closing Date27 Aug 2024
Tender Amount₹ 69,56,574
Costs
EMD
₹ 1,39,135Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
02/ee/nwd/ws/kmda Of 2024-25 Dt. 02.08.2024
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_KMDA_729297_1Bid Award Id
ViewTender No
02/EE/NWD/WS/KMDA of 2024-25 dt. 02.08.2024Tender Authority
Kolkata Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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From 60 Mtr. to 90 Mtr.
120
116880
974
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From 90 Mtr. to 120 Mtr.
120
128520
1071
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From 120 Mtr. to 150 Mtr.
120
141360
1178
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From 150 Mtr. to 180 Mtr.
120
155520
1296
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From 180 Mtr. to 210 Mtr.
120
171120
1426
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From 210 Mtr. to 240 Mtr.
120
188280
1569
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(i) For reaming by 17.5 " dia. bit will be @ 20%. of Item No-2
-
-
-
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From 6 Mtr. to 60 Mtr
216
38232
177
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(iii) For reaming by 15 " dia. bit will be 16% of item No-2
-
-
-
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From 6 Mtr. to 60 Mtr (4x54)
216
30585
141.6
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From 60 Mtr. to 90 Mtr.(30x4)
120
18700
155.84
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From 90 Mtr. to 120 Mtr.(30x4)
120
20563
171.36
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From 120 Mtr. to 150 Mtr.(30x4)
120
22617
188.48
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From 150 Mtr. to 180 Mtr.(30x4)
120
24883
207.36
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From 180 Mtr. to 210 Mtr.(30x4)
120
27379
228.16
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From 210 Mtr. to 240 Mtr.(30x4)
120
30124
251.04
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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.
.
4
106284
26571
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Cost of Consumables for drilling rigs and machineries.
4
88308
22077
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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.
.
4
227632
56908
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Water sample collection and chemical test including Arsenic Test.
.
4
9700
2425
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Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel,Lubricant & loading unloading the materials from store/stack yard /suppliers godown and unloading /stacking the same at site.(Upto 60.0 km distance)
.
4
239144
59786
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Supply and delivery of UPVC pipe (CM) conforming to IS12818:2010. (CIPET Certified)
-
-
-
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A) 300 MM Dia
192
696576
3628
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B) 200 MM Dia
648
1091232
1684
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Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010 .(CIPET Certified)
.A) 200 MM Dia
120
393600
3280
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Supply and delivery of UPVC Reducer. a) 300mmx 200 mm dia. (300mmx250mm-1 no & 250mmx200mm-1 no)
8
55912
6989
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Supply and delivery of UPVC Cap
.
-
-
-
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A) 300mm dia.
4
4716
1179
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B) 200 mm dia.
4
3068
767
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Supply and delivery of M.S. Housing clamp 250 mm dia.
4
13008
3252
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Supply and delivery of M.S .Centre guide (Special Type).
40
38000
950
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Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967.Cal:- ((3.142*0.5*0.5^4-3.142*0.3*0.3^4)*48)+((3.142*0.4*0.4^4-3.142*0.2*0.2^4)*192)= 30.01 m3
120
457200
3810
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Electro-logging charge.
4
62860
15715
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Supply and delivery of Bentonite powder conforming to IS 6186:1986.
1.6
22340
13963
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Sypply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI mark as per relevent IS Specification ( heavy quality ) having wall thickness not less than 8 mm. [N.B.: The rates for supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ] Diameter in mm (Internal) 200 mm
120
290448
2420.4
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Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in- Charge. 5mm to 8mm thick plate
52.28
11135
213
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Field welding of M.S. plate by means of electric arc welding as per relevent IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant, and all other tools and plants all complete as per specification and direction of Engineer-in-Charge. [ Engineer-in-Charge shall approve the electrodes for arc welding before use ]
8mm thick plate
57.51
78156
1359
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Supply of M.S. Flange (slipper type) as per IS-6392 TABLE 17 Thickness 12mm NB Diameter 200 mm
8
7392
924
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Supplying, fitting and fixing of C.I. Mechanical flexible Flange Socket Tailpiece suitable for making flanged connection with the plain barrel of C.I. Spun Pipes (as per IS : 1536) and D.I. Pipes (as per IS : 8329). The Tailpieces 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 (Zinc Coated). 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. with minimum barrel length in mm. 200mm with length 100mm
4
18448
4612
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Flange joint to C.l./D.l/MS. pipes and specials including supply of rubber gasket. nuts. bolts. washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction
of the Engineer-in-Charge.
200mm dia.
8
6800
850
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Gas cutting of M. S pipes and /or plates of different thickness aii complete as per specification and direction of the Engineer in charge 10mm thickness
32
9536
298
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Field welding of M.S. plates by means of electric are welding as per relevant I.S. specification using standard electrodes including edge preparation and charges of deployment of electric generation set with fuel, lubricant and all other tools and plants all complete as per specification and direction of the E.I.C. (The E.I.C. shall approved the electrodes for are welding before use). 10 mm thick plate.
44
71764
1631
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Dismantling all types of plain cement concrete
works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. (a) upto 150 mm. thick
4
3756
939
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Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. i) In ground floor and roof
20
8940
447
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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:
240
9120
38
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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) b) Premium 100% Acrylic Emulsion
240
19440
81
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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.
40
13400
335
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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 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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
0.4
23783
59458.6
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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
24255
6063.87
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Brick work with 1st class brick in cement mortar (1:4).a) In foundation & plinth.
8
45456
5682
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
8
5888
736
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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] With 1:4 cement mortar 20 mm thick plaster..
240
44640
186
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor, drain etc.
120
4080
34
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Labour for Picking up existing mettaled black topped road surface to a specified average depth and stacking the pavement materials
-
-
-
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(a)For average depth above 40 mm but not exceeding 75 mm by manual means: (i) Stone Metal Surface
24
456
19
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(ii) Bricks/Jhama Metal Surface
24
309
12.9
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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, leveling, dressing and ramming the bottom, bailing out water as required complete.a) Depth of excavation not exceeding 1500mm.
144
17174
11927
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Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections. [Note ;- In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
80
2640
33
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Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm 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.
13.33
1033
7754
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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
13.33
13975
104841
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Mending Potholes and depressions by stitching picked jhama bricks with one brick-on-edge laid in herring bone pattern and including necessary cushion of sand below the soling (and in between layers) including cutting the pothole area to rectangular shape with vertical edges, removing all loose materials, finishing the surface to match with adjacent areas complete as per direction.(a) One brick-on-edge laid in herring bond pattern on a layer of brick flat (thickness 75 mm. plus 125 mm)
24
19632
818
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Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.
80
13280
166
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GST @18% on SL no 1 to 42
1
1050665
1050665.6
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CESS @1% on SL no 1 to 42
1
68877
68877
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