Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date27 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 73,10,116
Costs
EMD
₹ 1,46,205Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Rejuvenation Of Water Body - Mirdhapara Pukur At Mirdhapara, In Ward No 10 Within Jangipur Municipality Under Amrut 2.0 Project
Description
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Contact
Tender Id
2025_MAD_818725_1Tender No
MAD/ULB/JM/AMRUT 2.0/NIeT35/24-25 (2nd Call)Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
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Documents
BOQ Items
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It-18.17, p-334,Labour for driving sal/Eucalyptus bullah Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position protection the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. i) 100 mm diameter
685.08
83
56861.64
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P - 338 It No- 18.41, Labour for fitting and fixing 10 cm. to 13 cm. diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts.
1347.76
20
27763.86
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It-18.27, p-335, Coal tarring on wooden surfaces including cost of materials single coat, (a) Double coat.
6122.33
36
220403.88
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Page No - 1, Item No - 3 (a)
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.
341.64
77
26490.77
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It-4, A, iv, p-2, (A) 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)
244.15
599
146394.78
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It-18.28, p-336, Supply empty cement bags in good condition
8367
3
27611.1
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It-18.29, p-336, Filling empty cement bags with dry earth or sand stitching the bag (cost of thread included and carrying and placing them in position and all incidental charge complete but excluding cost of sand and gunnybags)
8367
3
29284.5
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Page No - 1, Item No - 2 (a)
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.
Depth of excavation not exceeding 1,500 mm.
87.1
119
10388.42
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Page No - 14, Item No - 1
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
64.22
326
20935.72
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Page No - 24, Item No - 4(a)
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
6.85
4975
34085.19
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Page No - 15, Item No - 8
Brick work with 1st class bricks in cement mortar (1:6)
2.52
4882
12304.4
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Page No - 189, Item No - 1©
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]
15 mm thk. Plaster (1:6)
15.74
139
2196.2
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Page No - 192, Item No - 15
Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc
15.74
32
515.49
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Page No - 43, Item No - 36(f)
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
(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
25 mm to 30 mm shuttering without staging in foundation
39.83
330
13143.9
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a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
16.65
205
3413.25
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Page No - 24, Item No - 10(i)
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.
17.11
5478
93736.96
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Page No - 43, Item No - 40(a),(i),(II)
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. For works in foundation, basement and upto roof of ground floor/upto 4 m
Tor steel/Mild Steel, JSW/JSPL/BMASL/SHYAM/SRMB/ELECTROSTEEL/SSL
2.02
55366
111839.76
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PWD(B),Page No - 74, Item No - 46, Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling], 30 mm. thick
453.62
498
225902.76
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PWD(B), P-228, It-7, Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in- Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete.
631.06
946
596982.76
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PWD(B),Page No - 34, Item No - 22, Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) [Pakur Variety] (a) 1:3:6 proportion. In ground floor
30.34
5060
153529.5
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Page No.268 .Item-19(PWD Building Schedule), Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared)
631.06
11
6941.66
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SOR 2018, IWD, Page No. C - 6, Item No - 1.12, Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge, in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath. removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc. (b) By mechanical means using hydraulic exacavators within an initial lead at 30 Mtr and initial lift 3.0 Mtr. (Measurement: Pre-work and Post-work level section. Pre- work section to be taken after removal of water hyacinth and all other floating materials etc.)
4337.17
124
537809.08
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Page No.C-6.Item-1.25 (I&W Schedule), Clearing and removal of water hyacinth including weeds,thick and thorny floating jungles and burning them toa shes when dry or removing them outside Government land including all leads and lifts to stack in a near by available space complete. I) For structural members of specified sections weighing less than 22.5 Kg./m
4337.17
7
30360.19
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Ref Approval of Rate vide Memo No: ME/SE(CC)/277/G13/2017, Date:24/11/22, Supply & Installation VISHALA Cast Iron Powder Coating Garden Bench, Capacity 3 Seater VISHALA (VGB-03), Product id: 5116877-60399337452, Country Of Origin: India, Local Content (MII): 95%, Sold by: OEM OEM verifi ed catalogue,Seating Capacity : 3 Seater, Stand/Legs Design : Decorative, Finsh : Powder Coating, Back Rest : With, Arm Rest : With, Warranty : 3 year, Weight Bearing Capacity : 90 kilogram, Side Frame Material : Cast Iron, Seat Material : Mild Steel Pipe 14 Gauge, Back Rest Material: Mild Steel Pipe 14 Gauge, Total Height: 870 millimeter, Seat Height: 450 millimeter, Width: 550 millimeter, Total Area Required: 1550 millimeter
25
14900
372500
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Add applicable 9.00% CGST Excluding Sl No - 25, 26, 27 = Rs
1
480566
480566.27
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Add applicable 9.00% SGST Excluding Sl No - 25, 26, 27 = Rs
1
480566
480566.27
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Add 1.00% Labour welfare Cess Excluding Sl No - 27 = Rs= Rs
1
68689
68689.27
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