Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Building Construction
Eprocure
Opening Date22 May 2025
Closing Soon29 May 2025
Tender Amount₹ 5,30,00,000
Technical
Technical
Financial
Class Of Bidder
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The eligible class required by a bidder to participate or bid in the tender is "CLASS I contractor".
Technical Capacity
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The bidder should have at least 5 years of experience in the Rejuvenation and Improvements of Water Bodies and Storm Water Drain field. They should have satisfactorily completed Rejuvenation of Water Bodies and Storm Water Drain of not less than 50% of the value put to tender under a single agreement in any one of the preceding 5 years for a Government Department/Board/Government Undertaking. Additionally, they should have an average annual minimum financial turnover of not less than 100% of the value put to tender in a financial year in the preceding 5 years. The bidder should also have prior work experience in Storm Water Drain works for at least the past five years and should have satisfactorily completed BT and CC paver block Road Work(s)/ Building of not less than 50% of the value put to tender under a single agreement in any one of the preceding three years for Government Department/Board/Government Undertaking. The required amount for average annual minimum financial turnover is not less than 100% of the value put to tender.
Costs
EMD
₹ 5,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_560428_1Tender No
0052/2025/E1-3Tender 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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Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
90
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Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
116
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Plain Cement Concrete 1:4:8 (one cement Two fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
169
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Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid)
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Footing, plinth beam
2388
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Column
1169
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Septic tank slab
78
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Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 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 staandards. (No separate payment will be made by the Department for the excess usage of materials)
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Upto Basement
302.85
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Ground floor
42
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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
95
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Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of 75mm thickness in RCC M20 concrete using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. 100mm thick slab
340
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Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision) (W-0222)
14
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Supplying and fabrication placing in position of M.S. (or) RTS rods for required size and length as directed by the deparmental officers approved design including bending cutting tying and cost of binding wire cost and conveyance of all materials to site etc., complete
35830
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Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification
70300
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Fabricating supplying and fixing of pre painted galvanized iron sheets with the following specification. The materials should be of PPGI tile profile with a red colour or any other approved design 0.47 mm thick 24 guage having width 1050 mm. The sheet should be G.I.base pre painted hot dipped galvanized iron sheet and to be fixed with shelf tapping screws,plastic washer.The washer and screws to be fixed by using minute power machine drilled with out damaging the sheets paint coating to be regular modified polyster coat with zinc coating of Z 120 GSM paint thickness the finish should be terra cotta finish like malabar mangalore tiles finish optional matt finish. The sheet to be fixed with making suitable corrugated,cutting the sheet in to the required ssize and making ornamental designs as per the site condition and as directed by the departmental officers.
3243
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Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
228
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Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.
2280
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Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT - Ground Floor
308
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Plastering with cement mortar 1:5 (one cement & Five sand), 12 mm thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications.
3687
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Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officer
3688
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Supplying and fixing of M.S grill of approved design for doors, windows and ventilators using necessary mild steel flats for inner and outer memebers which should be fixed to window frames inclusive of priming coat of best approved quality red oxide primer etc., complete complying with standard specifications.
35266
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Paving the floor with design Rajasthan kotta tiles (colour and shade as directed) of size 610 mm x 610mm x 20mm in all floors over a base layer of cement mortar 1:3 (one cement and three sand ) 20mm thick laid in-situ and pointed with same coloured cement etc, complete as per standard specification
915
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Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete
3145
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Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.
252
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Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.
1000
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S/F in position of Indian Make White/Colour glazed earthen ware lipped mouth Flat Back Urinal of best approved quality with G.I.Pipe connection to suitable length,32mm bell mouthed P.V.C connection ,15mm dia G.M.Wheel valve,fixing the urinal to the wall in position with necessary T.W.plugs ,clamps,screws, shellac etc.,including dismantling masonry if necessary and redoing the same to original condition ,fixing the 15mm dia. G.I.pipe connection and wheel valve ,painting the pipe with two coats of approved paint over one coat of primer and checked without any leakage complete, complying with standard specifications. - White Colour
12
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Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works.
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Internal Concealed Line
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110mm dia
4
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90mm dia
6
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Construction of Inspection chambers of following sizes with earth work excavation for foundations, C.C 1:4:8 using 40mm HBGS jelly for foundation and brick work in CM 1:5 using country bricks 9" x 4 3/8" x 2 3/4 ", inside plastering with CM 1:3 12mm thick, inside channeling with brick work, outside plastering with C.M 1:3 20mm thick, R.C.C precast cover slab 75mm thick using M20using 20mm blue granite jelly with necessary reinforcement etc complete as directed by the departmental officers (1.5X0.90X1.50)
4
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Paving the floor with kota stone slab of size 600 x 600 of 18 / 20mm (un-polished) in all floors laid in of cement mortor 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 20mm thick and pointed with colour cement neatly including polishing with polishing stone and oxalic acid etc., so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc. The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
5.5
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Supply and fixing of horizontal type 4 way triple pole neutral MCB distribution board in sheet steel enclosure double door (metal) with 40A 4 pole MCB isolater as incoming and 12 Nos. 6A to 32A SP MCB as outgoing in flush with wall and making good of the concealed portion with earth connection. The MCB D Band MCB's should be with the ISI mark (like standard make) SD-157
4
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Supply and fixing of 8 way single pole and neutral MCB sheet steel enclosure distribution board with double door (metal) 1No. 32A DP MCB as incoming and 6 Nos. 6A to 32A SP MCB out going in flush with wall and making good of the concealed portion with earth connection only. The MCB DB and MCB's should be with ISI mark (like standard make) SD-151
4
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Supply and run of 2 of 1.5 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade insuitable PVC rigid pipe on wall and ceiling with continuou searth wire connection 1.5 sq.mm copper wire with painting of suitable colour SD - 54
350
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Supply and run of 2 of 4 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V grade insuitable PVC rigid pipe concealed in wall and ceiling with continuous earth wire connection of 4 sq.mm copper wire and making good of the concealed portion with suitable colour SD-57
200
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Supply and fixing of single box type 4' 36W fluorescent fitting complete with electronic ballast with TW round blocks on wall or ceiling with flu tube with PVC unsheathed FRLS Copper leads from terminals to the fitting SD - 87
40
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Supply and fixing of 6 Metre Length Single Bracket Pole with Base Plate (250 x 250 x 6mm) 76.10mm OD x 3.65mm Thick x 6000mm Length Inluding cost of materials, loading and unloading charges etc., Complete. Page no 159, M-2118
20
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Supply and fixing of 6 Metre Length Double Bracket Pole with Base Plate (250 x 250 x 6mm) 76.10mm OD x 3.65mm Thick x 6000mm Length Inluding cost of materials, loading and unloading charges etc., Complete. Page no 159, M-2119
8
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Supply and fixing of 18W LED 3000K Round type resessed fittng (Philips/Havells) complete with T.W round blocks on wall or ceiling with flu tube with PVC unsheather copper leads from terminals to the filling Inluding cost of materials, loading and unloading charges etc., Complete. page 121, M1285
36
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Conducting Geophysical survey, quality and quantity test and transportation charges etc, (This includes labour charges in the field, rent of the vehicle for reaching the place, rent of the instrument and excluding charges for the geologist)
2
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Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to 200mm dia direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling bentonite and water required for drilling at site including construction of mud pit. - Upto 60m Depth
120
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Supply and delivery of unplasticised ribbed screen PVC casing pipe of the 200mm dia with screwed and socket end and centering guide for every 15m length of pipes as per IS / 12818 / 92 and as amended from time to time to suit the borewell upto 80m depth (C.M) with ISI marking including, loading, unloading, freight, stacking and transit insurance charges etc, complete.
60
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Labour Charges for inserting PVC casing pipes of 200 mm OD PVC Casing Pipes Assembly assembly (with slots or without slots) in the drilled hole including the jointing the pipes with PVC couplers with cement paste etc. complete
60
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Reaming 140/150mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer.
60
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Supply and delivery of M.S.Casing pipe confirming to IS of 300mm dia with ISI marking including, loading, unloading, freight, stacking and transit insurance charges etc, complete.
60
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Labour Charges for inserting 300mm dia (M.S. Casing pipes assembly with slots or with out slots) in the drilled hole including welding the joints etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Departmental Officers
60
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Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by Departmental Officers and conducting yield test by 'V' notch method.
16
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Supply and fixing of G.I. pipes (Medium)of 100mm dia in size as per IS 1239 / Part I / 90 for submersible pump in Bore well . The rate shall inclusive of all labour charges and freight charges etc, complete.
320
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Supply and fixing of 15 Hp, 600lpm and 75m head in Bore Well Submersible Pumpset with ISI mark IS 14220 with all accessories, excluding Panel Board including cost and conveyance of all materials to site etc,complete as per standard specification
2
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Labour charges for the erection of 15 Hp submersible pump set in bore well/open well including fixing and jointing submersible cable with proper clamps up to the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges up to the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventer, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pump set and trail run for 10 days.
2
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Supply and laying of PVC insulated and sheathed 3 core 16 sq.mm Flat type copper cable confirming to IS 694/ 1990 etc complete as per standard specification.
120
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Supply and laying of L.T. cables 3 core 70 sq.mm 1.1KV grade armoured aluminium conductor cable confirming to IS 1554 part I with ISI marking etc complete as per standard specification.
120
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Drilling of borewell in sedimentary / Hard Rock area using Hand bore set for the borewell size 6" to 8" dia at 5.00 m interval for connecting main (Anchoring arrangements) including insertion of PVC pipes as directed by the officers.
180
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P.C.C 1:2:4 (one cement, two sand and tour hard broken stone) using 20mm size hard broken stone excluding the cost of steel reinforcement and centering charges but including cost of mixing lifiting and vibration of concrete and curing etc complete for anchoring.
4.38
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Supply and delivery of 160mm dia PVC pipes for anchorage arrangements.
180
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Supply and delivery of mild steel Flat and mild steel angle for anchoring arrangements using 50mm x 50mm x 6mm mild steel angle and 50mm x 6mm mild steel plate with necessary bolt and nuts for fixing DI / CI pipes in position as directed by the Officers.
40
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Providing 150 mm pressure gauge with stop cock mounted on GI delivery pipe fixed before the control valve using GI Tee, GI pipe with GI plug etc. complete.
2
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Construction of Inspection chambers of following sizes with earth work excavation for foundations, C.C 1:4:8 using 40mm HBGS jelly for foundation and brick work in CM 1:5 using country bricks 9" x 4 3/8" x 2 3/4 ", inside plastering with CM 1:3 12mm thick, inside channeling with brick work, outside plastering with C.M 1:3 20mm thick, R.C.C precast cover slab 75mm thick using M20using 20mm blue granite jelly with necessary reinforcement etc complete as directed by the departmental officers (1.5X0.90X1.50)
4
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Providing & fixing PVC RAIN WATER DOWNFALL PIPE of the following dia with necessary T.W.Clamps Plugs, Shoes,Bemds, other clamps, screws nails etc.,complete complying with standard specification. The rate is inclusive of cost of removable iron gratings of appropriate size. The size of Teak Wood plugs used is 150X25mm in front & 200x75mm in rear (wall side) with a depth of 110mm. The pipe is to be fixed by means of "U" clamps at the centre of pipes to be fixed.110mm dia PVC Pipe [4 Kg/SqCm]
140
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Supplying and erectingof 16 Mtrs. High Mast Tower Polygonal Shapes. Suitable for 8 luminaries for Wind Speed up to 180 Km/hr. As per IS -875 Parts -3 Material Cons.: BSEN 10025 # Mechanical Components including Head Frame & Pulley Assay, Winch Bracket, Lantern Carriage Ring, Luminaries and C.G Box Mtg. Arms, Resting Bracket Guide Ring, Compensating Disc, Lightening Arrestor.etc. ( Each Set ) # Wire Rope, Safety Wire Rope, D Suckle Clamps, Nuts and Bolts. # Cable with termination & distribution box. # Foundation A0.45essories. # Winch Assembly # Power tool. Mast bottom Dia:415 mm. Top : 150 mm, Thk: 4,3,3 mm. Motor-1.Feeder pillar box comprising 100 ams fuse unit 24 hours timer 1-nos and contactor 1-nos outgoing MCB toggle switch and neutral link with internal wiring made of MS sheet and vermin proof.Erection and commissioning of 16 Mtr high mast on the above said concrete foundation using suitable equipments. Fixing of flood light luminaries in the lantern carriage including internal wiring & using flexible copper cable complete. LED fittings light 150/W 8 nos
1
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Supplying and erectingof 12 Mtrs. Mini Mast Tower Polygonal Shapes. Suitable for 6 luminaries for Wind Speed up to 180 Km/hr. As per IS -875 Parts -3 Material Cons.: BSEN 10025 # Mechanical Components including Head Frame & Pulley Assay, Winch Bracket, Lantern Carriage Ring, Luminaries and C.G Box Mtg. Arms, Resting Bracket Guide Ring, Compensating Disc, Lightening Arrestor.etc. ( Each Set ) # Wire Rope, Safety Wire Rope, D Suckle Clamps, Nuts and Bolts. # Cable with termination & distribution box. # Foundation A0.45essories. # Winch Assembly # Power tool. Mast bottom Dia:415 mm. Top : 150 mm, Thk: 4,3,3 mm. Motor-1.Feeder pillar box comprising 100 ams fuse unit 24 hours timer 1-nos and contactor 1-nos outgoing MCB toggle switch and neutral link with internal wiring made of MS sheet and vermin proof.Erection and commissioning of 12 Mtr high mast on the above said concrete foundation using suitable equipments. Fixing of flood light luminaries in the lantern carriage including internal wiring & using flexible copper cable complete. LED fittings light 150/W 6 nos
1
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Supply and fixing of stored pressure ABC (Mono Ammonium Phospate) Powder Type Fire Extinguisher of 6 kg. capacity as per IS:15683 with pressure gauge, discharge hose & control nozzle, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, neccessary scaffolding and re-doing the dismantled portions to its original condition wherever found neccessary etc, complete as per standard specification and as directed by the Departmental Officers.
10
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Supply and fixing of Water CO2 Stored Pressure Type 4.5Kg capacity Fire Extinguisher as per new IS 15683 complete with control valve, gun metal cap, pressure gauge, operation sticker, discharge hose, wall mounting bracket, safety clip, etc., as directed by the Departmental Officers
10
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Supply fixing and errection of CCTV Camara including cost and Conveyance of all materials to site etc complete as per Specification
-
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CCTV Camera (Pack of 8 nos) (M-2193)
1
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CCTV Camera (Pack of 24 nos) (M-2194)
1
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Network Video Recorder
1
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Hard disc for NVR 4TB
1
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24 Port Patch Panel
1
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Rack With Accesssories -4U
1
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Armoured LAN & CCTV Cable (CAT-6)
720
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Led tv for display
1
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Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 —09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801)
36
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Supply and fixing of Stainless chair and Back seat made of 1.2mm thick stainless steel of 201 grade.• Arm and leg made of 1.1 mm thick stainless steel of 201 grade.• 1.2mm powder coated mild steel beam below for superior support.• Individual seat and back width of 520 mm.3 Seater
30
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