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 Date15 Dec 2023
Closing Date18 Dec 2023
Tender Amount₹ 4,00,000
Costs
EMD
₹ 4,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_400016_1Bid Award Id
ViewTender No
141/2023/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
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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.
250
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Charges for conducting Geophysical survey etc direction by the Departmental officers
1
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Supply of 150 mm (Casing Shollow depth) 1.2 PVC Casing pipe with exces duty as per IS 12818/1992 (TWAD Rate 2021-22 Page No19)
6
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Drilling of 150mm dia borewells in hard rock areas anywhere in Tamil Nadu including trasportion to the worksite in hard rock areas and developing the borewells
100
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Labour charges for inserting casing pipes assembly (With slot or without slot) in the drilled hole including welding the joint etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineer (TWAD Rate 2021-22 Page No227)
6
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Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
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Column
6
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Plinth Beam
1
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Slab Bottom
5
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Reinforced Cement concrete 1:1.5 :3 (one cement,one and half sand & three course aggregate) using 20mm ,gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.
2
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Brick work in CM 1:5 (one cement & five sand) using II nd class ground moulded bricks of size 9"X43/8"X 2 3/4" including finishing, curing,etc., complete complying with standard specification
1.1
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Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
0.4
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Plastering with cement mortar 1:3,10 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications (S.I.306)
18
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Supply and delivery 15 x 90 of clear water vertical wet type submersible pump conforming to IS 8034/2002 and as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continues rated two pole suitable wet type vertical squirrel cage induction motor suitable for operation in AC single phase 230 V+/- 10 %,50 HZ +/-5 %
1
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Supply and delivery of 1.5 HP capacity of single phase submersible pump set panel board with two level gourd with auto start duty 20lpmx125 Mt head, including cost and conveyance of material etc., complete as standard specification as per TWAD Schedule of rate 2015-16 Page No.112
1
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Supply and fixing of following PVC, GI and Electrical Accessories including all necessary materials and labour charges etc complete
-
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HDPE pipe 50mm/ 38mm
100
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32mm SS Nipple
1
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32mm GI X Nipple
4
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32mm GI Bend
1
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32mm MS Clamp
1
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32mm PVC Pipe
15
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20mm PVC Pipe
10
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32x20mm PVC Reduser
4
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20mm GI Pipe
6
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20mm GI Tee
2
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63mm Dia PVC Pipe
300
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PVC Tap
3
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2000 Ltr. Capcity HDPE Water Tank
1
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16mm Nylon Rope
100
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32Amps MCB
1
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32 Amps Fuse Unit
1
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2 of 4 Sqmm wire SD 45
10
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2.5 Sqmm Flat Cable
100
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Labour charges for erection of Submersible pumpet in bore well/ Open well including fixing submersible cable with proper clamps upto to the starter to required depth and also fixing of riser pipes to the required depth calves erection clamps , pusher gauge upto the exterior wall of pump room and erection of panel Board consisting of TPIC switches, voltmeter, Ammeter, Capacitor single preventer and laying and jointing the cable and twin earthling as per IE rules including providing bed block etc., and operating the pumps and trial run 10 days including singing of completion of reports as required by EB authorities
1
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Painting 2 coats with approved cement paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete.
52
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Construction of inspection chamber of size 60 cm x 60 cm x 60 cm with 75mm thick RCC loose slabs covering in C.M. 1:2:4 mix including necessary reinforcement and earth work excavation for foundation wth 23 cm thick concrete bed using 40mm B.J. concrete in CC 1:4:10 for foundation brick work in CM 1:6 for chamber as directed during theexecution including plastering with CM 1:3, 12mm thick, benching and channelly etc. complete for 1 No.
1
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Earthwork excavation for loose soil SS-20B and ordinary soil SS-20B with bed width less than 1.25m and depth more than 2.0 m, the quantities may be worked out seperately with extra cost as per foot note (c) (d) of IV (B) and additional lift charges may be adopted b) with bed width more than 1.25m, the quantities may be worked out seperately with extra cost as per foot note (c),(e) of IV (B) and additional lift charges may be adopted for depth more than 2.0 m (ii) For Earthwork excavation in SDR, DMR, HR etc., linear measurement rate may be worked out seperately and to be approved by the SE concerned after verification of soil classifications by putting trial pits at closer intervals
300
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Supplying and filling in foundation and basement with Crushed Stone Dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
38.25
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Lowering of D.I and PVC Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the TWAD Officers.
300
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