Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date6 Nov 2024
Closing Date12 Nov 2024
Tender Amount₹ 42,00,000
Costs
EMD
₹ 42,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_498937_1Bid Award Id
ViewTender No
2104/2024/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
Installation of vertical bored cast in-situ Bored pile of 450mm diameter in all types of soil using Design Mix concrete of grade M30 with OPC cement, fine aggregate (M - Sand), 20mm and downgraded HBGS jelly coarse aggregate. The rate includes cost of boring to the required depth with Bentonite solution with Temporary casing of required length, conveyance of materials and pouring concrete including all tools and plants shifting the plants and equipments from one point to another. Excavation of mud pits for circulation of Bentonite solution, closing the mud pits to the original level and mud removal with initial lead and lift but including dismantling the concrete above the cut off level etc complete as directed by the Departmental officers. To carry a safe working load not less than than specified, excluding the cost of steel reinforcement but including the Bentonite solution, machinary and labour charges etc., all complete.
24
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Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
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FOOTING For items 1.5m to 4.5m below GL
25
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-
For items 0 to 1.50m below GL
3
-
-
For items 0m to 4.5m above GL
4
-
-
For items 4.51m to 7.32 m above
3
-
-
For items above 7.32 m & up to 10.98 m from GL
4
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-
For items above10.98 m & up to 14.64 m from GL
35
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-
For items above14.64 m & up to 18.30 m from GL
26
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-
Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 270Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers.
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PLANE SURFACES
27
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-
3.3to 4.30m
28.01
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-
5.30 to 6.30 m
16
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-
6.30 to 7.30 m
12
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-
8.30to 9.30 m
16
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-
9.30to 10.30 m
12
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-
11.31 to 12.30 m
59
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-
12.31 to 13.30 m
12
-
-
13.31 to 14.30 m
12
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-
14.31 to 15.30 m
12
-
-
15.31 to 16.30 m
23
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-
0 to 3.30m Curved Surface
124
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-
Total 0 to 3.30 m Square column
30
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-
3.31 to 4.30m
6
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-
4.31 to 5.30m
6
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-
5.31 to 6.30 m
8
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-
6.31 to 7.30m
6
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-
7.3 to 8.3m
6
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-
8.31 to 9.30m
8
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-
9.31 to 10.30m
6
-
-
10.31 to 11.30 m
6
-
-
11.30 to 12.30 m
6
-
-
12.30 to 13.30 m
6
-
-
13.30 to 14.30 m
6
-
-
14.30 to 15.30 m
6
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-
15.30 to 16.30 m
6
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Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.
235
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-
Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.
13.5
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Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bend rods etc., complete as per specification and as directed by the Engineer in charge SOR 2024-2025 WD-M1543 Page 98
8.43
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-
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 Nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
1
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Manhole Cover 60 x 60cm (Heavy Duty) with Frame
2
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Labour charges for Painting TWAD Board Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost of all consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Service Reservoirs.
3
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Provision for pipe connection arrangements for inlet outlet, scour and overflow etc., including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete as detailed below.
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65mm Ø GI pipes for inlet 1xl connection
100
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65mm Ø GI pipes for over flow
10
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50mm Ø GI pipes for scour pipe 1xl
15
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65mm Ø GI pipe for delivery 1x1 pipe
13
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90 mm x 80 mm Ø PVC Threaded coupler
2
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75 mm x 50 mm Ø PVC threaded coupler
2
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65mm Ø GI Tee
2
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-
65mm Ø GI 90 Bend
5
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65mm Ø GI coupler
9
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65mm Ø GI union
1
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65mm Ø GI Elbow
1
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65x50mm Ø GI Reducer - Medium
1
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75mmx 63mm PVC Reducer
1
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75 mm x 50 mm Ø PVC threaded coupler
2
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75x90 PVC Reducer
1
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75mmx 63mm PVC Reducer
1
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65mm Ø GM Gate valve
2
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50mm Ø GM gate valve
1
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