Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date14 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 7,00,00,000
AI Insights
Technical
Technical
Financial
Bid Capacity
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To extract the bid capacity required in the given tender, we look for specific details that outline the requirements for bidding, including any formulas that might be used to calculate the bid capacity. The bid capacity required in the given tender is calculated using the formula: Assessed Available Bid Capacity = (A*N*1.5) - B Where: A = Maximum value of civil engineering works executed in any one year during the last three financial years N = Number of years prescribed for completion of the works for which bids are invited (Nine Months) B = Value of existing commitments and on-going works to be completed during the next One year. Given value is 6 Lakhs. Available Bid capacity = (A*N*1.5) – B Therefore, the answer is: Available Bid capacity = (A*N*1.5) – B With given value of 6 Lakhs.
Technical Capacity
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The required prior work experience for the bidder includes: 1. Experience in civil work execution under any scheme for a value of Rs. 175.00 Lakhs (not less than 25% of the value put to tender) in one single assignment in any one year during the last 5 years preceding to 2022-23.
2. Similar nature of work experience in execution and commissioning of Sewerage System including design and construction under any scheme for a value of Rs. 175.00 Lakhs (not less than 25% of the value put to tender) in one single assignment in any one year during the last 5 years preceding to 2022-23.
3. Experience in execution and commissioning of Sewerage System of capacity 1 MLD under any scheme in any one year during the last 5 years preceding to 2022-23.
4. Minimum aggregate experience of 1000 m length Pipe laying work during the last 5 years, including supply, laying, jointing, and testing of pumping main of any size of same materials.
5. Experience in supply, installation, and commissioning of at least one 10 HP capacity of pump set during the last 5 years. The value of similar works completed should be at least 25% of the Value put to tender, with specific values of Rs. 175.00 Lakhs for civil work execution and sewerage system execution and commissioning. The bidder should have satisfactorily completed at least one civil work in a single contract in the last five years, with a value of at least 25% of the Value put to tender. Additionally, the bidder should have minimum aggregate experience in the following areas: - Pipe laying work: 1000 m
- Construction and commissioning of sewerage Treatment plant: at least one secondary stage / industrial waste water treatment plant of capacity not less than 1 MLD
- Supply, erection, and commissioning of pump set: at least one pump set of 10 HP No specific percentage of similar works completed is mentioned, but the bidder should have completed works with a total monetary value of civil engineering works in the last five financial years. The bidder should also have an annual construction turnover, and the available bid capacity should be more than the total bid value. The bidder's average annual turnover for the last five financial years should be at least 80% of the Value put to tender. The net worth and minimum cash flow required are 10% of the Value put to tender. The required prior work experience for the bidder also includes a minimum of 5 years of experience in production and sales of goods such as pumps, electrical and mechanical equipment, valves, electromagnetic/ultrasonic flow meters, and pipes, with a minimum average annual sales value of 50 units for submersible pumps, 200 units for valves above 200 mm size, and 200% of the total length required for PVC pipes.
Costs
EMD
₹ 7,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_524794_1Tender No
2141/2019/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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Earth work excavation and depositing on bank withinitial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata as directed by departmental officers In Medium rock and dense medium rock not requiring blasting.
1721
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Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3
4327
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Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification.
22
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Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers well rammed, watered and consolidated etc. complete complying with standard specification
1325.5
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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.
4
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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of 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
414
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Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm ISS metal including mixing, laying, consolidating, curing cost and conveyanc of all materials to site and all labour charges etc., complete as per standard specification
65.5
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Providing and laying in position (SRC )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.
1946
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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 standards. (No separate payment will be made by the Department for the excess usage of materials) - Ground Floor
150.5
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton.
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Upto 90 cm
2852.5
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Upto 180 cm
3291
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Upto 270 cm
21.5
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Upto 320 cm
700.5
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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.
199171
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Providing and constructing precast concrete solid blocks with compresive strength not less than 35 Kg per sqm with cement mortar 1:4 masonry with soild blocks of 40x 20x 20 cms conforming to IS 2185/1965 in super structure including the cost of materials, labour charges, scaffolding, curing complete as per specification
25
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Brick work in CM 1:5 (one cement & five sand) using III class Country bricks of size 83/4"X4 1/4"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT
3
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Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge.
2359.5
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Special Ceiling Plastering with CM 1:3 (One part of cement & three parts of sand)mix for 10mm thick including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing,finishing etc., complete as per standar
6
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Providing 20 mm thick cement plaster in one coat in 1:4cement mortar mixed with water proofing agent , including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge.
6164.5
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Supplying and fixing in position best quality P.V.C soil/ waste pipes (6KSC) of various sizes having ISI mark and providing leakproof joints including fixing to the wall with P.V.C/ M.S clamps etc., and making connection to all sanitary fittings, dismandling masonry/R.C.C. works wherever necessary and making good the dismandled portion to the original condition, complying with standard specifications.
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110mm Dia PVC Pipe
1117.5
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110 mm dia PVC-Tees
1
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110mm PVC Elbow
1
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110mm PVC Preforated Pipes
405
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50 mm UPVC
233
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Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete.
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Fully panaled Single leaf door of size 1*2m.
12
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Fully panaled Double leaf window without ventilator 0.6*0.9m
12
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Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor for the various duty conditions. Pump shall be capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pump shall be of robust construction, Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of Non-clog semi open type , single vane / multi vane preferably contra bloc or vortex impeller design. Double mechanical seal with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor shall be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. The bearings life shall be minimum 100,000 hrs of operation with greased for life. Pump should be provided with automatic coupling device including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be of 9600 rpm for high duty pumps and 960/1450 rpm for low duty pumpsets. Casing and impeller should be of CI Gr. FG 260:IS210 more preferably with hardened impeller.Shaft shouldbe of stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operatedwith 3ph, 415 V(+or– 10%), 50Hz(+or-5 %) dry induction type. Motor shall be capable of giving rated output withoutreduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balancedas per standards. The starting current of the motor shall not exceed 200% of rated full load current for Star / Delta orATS starting under any circumstances .The motor shall be suitable for full voltage star delta / ATS starting. The lockedrotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards . Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shallbe provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Insulation class shall be of “Class H” and degree of protection shall be of IP 68 as per IS 4691. Motor shall be suitable for continuous operation in fully submerged or partially submerged condition.The
pumpset shall be supplied with power cable of PVC insulated and PVC sheathed, copper, flexible, round type with required conductor size and number of cores as per starting method and of specified length for continuous use under water and air. The control cable of PVC insulated, PVC sheathed, flexible for stator winding temperature
sensor 3core x 1.5 sq.mm copper conductor and for bimetallic switches 2core x 1.5 sqmm copper conductor shall be provided. Motor shall be supplied with 10m of round submersible copper cable of suitable size. The non clog submersible pumpset shall be provided with suitable starter control panel having all protections as mentioned above. (upto 5 HP - DOL Starter, above 5 HP to 25 HP -Star Delta Panel and beyond 25 HP shall be ATS)
2
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Fabricating supplying and fixing of pre painted galvanium colour 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.
631
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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
15769.5
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Supplying and fixing in position 600mm dia FRC manhole cover to suit 600 mm clear opening manhole frame covers (light or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), of best approved quality and as per standard specifications etc.,complete.
-
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600mmx600mm
54
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Flooring with Cuddapah slabs of 40mm thick over a base mortar in CM 1:3 (One Cement and Three Plastering Sand (P - Sand)) 20 mm thick and pointed with cement mortar 1:3 ( one cement and three Plastering sand) using Black oxide complying with standard specification.
619
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White washing two coats with freshly burnt shell lime white in colour in all floors including cost of lime and other materials brushes scaffolding charges etc.complete complying with standard specification and as directed. -100sq.m
350
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Painting two coats with approval cement paint over cement plastered wall surface ceiling and othrer new surface and including cost of all materials all labour charges brushes cleaning preparing the surface scaffolding charges and curing charges etc Complete
45
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Supplying and fixing in position best quality cuddapah sink of following sizes including cost of 32mm dia CP waste coupling, 32mm dia PVC waste pipe with rubber plug and chain, 15mm dia brass nipple including fixing the sink in position and testing for leakages etc., complete complying with standard specifications excluding CI brackets. [The sink and specials should be got approved by the Engineer before use on works]
8
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Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with "P" or "S" trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to CI soil pipes (including the cost of 100mm dia CI pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers. (The water closet should be got approved by the Engineer before use on works).
2
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Bore Well - Conducting Geophysical survey to find out the water table including cost for convey the instrument to the site and other charges
1
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Drilling of 150 mm dia vertical bore in hard rock area of any required depth as directed by the departmental officers including labour charges for inserting casing pipe assembly in the drilled holes excluding cost of 180 mm PVC casing pipes of required length including transportation charges for rig and supporting vehicle from one place to another place etc., complete complying with standard specification
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Upto 150mtr
150
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151mtr to 180 mtr
30
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181mtr to 210 mtr
30
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211mtr to 240 mtr
30
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241mtr to 270 mtr
30
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271mtr to 300 mtr
10
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Supplying and inserting PVC casing pipe 200mm diametre 6KSC without slots for inserting in the drilled hole including jointing the pipes, etc., complete as directed by departmental officers .
12
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Labour Charges for inserting PVC Casing pipes of 200 mm dia assembly (with slots or without slots) in the drilled hole including jointing the pipes with PVC Couplers with Cement paste etc., complete, supply and packing the annular space with pebbles of size and quality as approved by the executive engineers
12
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Earthwork open excavation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and depositing the excavated earth within the compound in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and leveling etc. complete complying with standard specification
9
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Supply and delivery of clear water vertical wet type submersible pumpset suitable for 150mm dia borewell conforming to IS 8034/2002 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 continous rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 %. Duty lpm x m 50 x 125.
1
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Supplying and fixing Pvc water tank including cost and conveyance of tank and fixing in proper position etc complete as per std specification.
2000
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Supply of 40 mm dia flex hdpe hose 10 kg/cm2uitable for air compressure motor with water line including cost and conveyance of pipe to the site etc complete as per std specification.
275
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Supplying fixing of 50 mm dia G.I pipe B class cut into 3m length and threaded on both sides with an extra coupling as per standard quality including transporting the same to the site directed by the departmental officers etc complete as standard specification
6
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Supplying fixing of 40 mm dia G.I pipe B class cut into 3m length and threaded on both sides with an extra coupling as per standard quality including transporting the same to the site directed by the departmental officers etc complete as standard specification
20
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Supplying fixing of 20 mm dia G.I pipe B class cut into 3m length and threaded on both sides with an extra coupling as per standard quality including transporting the same to the site directed by the departmental officers etc complete as standard specification
1
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Supplying of 63 mm dia PVC 6 KSc pipe with ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications
20
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Supplying of 32 mm dia PVC 10 KSc pipe with ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications
4
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Supplying and Delivery of Following Pvc Specials -
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50mm dia Pvc Bend
2
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50mm dia Pvc MTA
5
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32mm x 50mm dia Pvc Reducer
1
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38mm PVC Compressor Foot Valve
1
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38mm PVC FTA
1
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50mm dia Pvc FTA
2
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180mm dia End cap
1
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Supplying and Fixing of following GI specials
-
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50mm dia G.I Elbow
7
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50mm dia G.I Flange set with Bolt & Nut
1
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20mm dia M.S Union
1
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20mm dia GI Stop Cock
1
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38mm G.I Elbow
3
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38mm G.I Union
1
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38mm Hdpe hose Collar
2
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38mmMild Steel Kitty
1
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25mm x 20mm G.I Reducer Coupling
1
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25mm x 110mm G.I Pipe Nipple
1
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12mm G.I Coupling
1
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12mm G.I Elbow
1
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12mmHdpe hose Collar
2
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50mm G.I Hex Nipple
1
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50mm x 25mm G.I Reducer Tee
1
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20mm x 12mm G.I Reducer
1
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50mm dia G.M Gate valve
2
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Lowering of 63 mm dia PVC rigid pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste and testing to the required pressure including conveyance of water for filling during testing.etc complete
20
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Supply of DOL starter suitable for 5 hp air compressure motor with single phase preventor,Minature circuite ,1KVAR power capacitor and suitable wooden board with necessary connections etc complete
1
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Supply and fixing of 32 amps Dp Switch of 500 v with metal clad with fuse and neutral etc Complete.as per std Specification
1
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Supply and fixing of TNEB meter board suitable for 32A three phase service connection with 3 nosx32 amps fuse unit (500 V) 32A neutral link and earth ( 1" x 1/8 " copper flat) on teak wod plank of size 600 mm x450 x 19mm with supporting Teak wood reeper etc complete
1
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Supply and run of 4 of 4 sqmm (56/0.3) PVC insulated Single core unsheathed Cu.Conductor of 1100 v grade on 7/20 GI bearer wire for service connection mains
30
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Supply and run of 4 of 4 sqmm (56/0.3) PVC insulated Single core unsheathed Cu.Conductor of 1100 v grade in 20 mm GI Pipe (Class ' B') Bend at Both ents with necessary angle iron up right and Supports
3.5
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Supply and fixing of 32 Amps fuse unit including all cost and Conveyance of materials and labour charges etc complete as per std specification
3
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Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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.
84.5
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Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications
840
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Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications
840
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Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505
42
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Providing and laying Bituminous concrete to 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
25.2
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Lighting Arrangement - Supply and fixing of 65 mm (21/2")GI Pipe Class B of 6 mt. Length with 300 mm x 300mm 6 mm MS Base plate ,duly Welded at the bottom with concerting with constrution of masonary pedestal with suitable MS box to house 5A control switch 16 A fuse unit (500v) etc. with suitable angle iron frame work ,with door and with lock and key arrangements and with supply and fixing of 20 W LED lamp and light fitting with1 m of 32 mm GI pipe (class B) Complete with Necessary clamps ,on the Above post with PVC Unsheated leads with painting of Suitable colour
13
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Supply and erection of 4 x 6 Sqmm pvc Armound LTUG Cable in Suitable size HDPE Pipe in trench to be excavated at a depth of 0.75 mtr and refilling the earth to make good , including cost and coveyance of all materials to site and labour charges etc complete
150
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Supply and erection of 3 x 2.5 Sqmm UG Copper Cable, including cost and coveyance of all materials to site and labour charges etc complete
350
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Toilet Block - Paving the floor with design Antiskirt ceramic tiles (colour and shade as directed) of size 305 mm x 305mm x 6 mm 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
3.5
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Dadooing walls with Glazed tiles of sizes 305mm X200mm X 6mm size of approved make and quality and colour l Set in cement mortar 1:2 (one cement ,two sand) over 10 mm base layer plastering and pointing with white cement neatly as directed.
20
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Supply and fixing of TNEB Board suitable for 3 Phases 63A service connection made up of suitable angle iron frame work of size 2 feet x 1 1/2 feet using angle iron of size 1 1/2" x 1 1/2" x 1/4" rigidly fixed on wall covered with hylem sheet of size 2 feet x 1/2 feet of 6mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos 63A fuse units(500V) 1 No. Neutral link, copper earth flat of size 1" x 1/4" with inter connection of EB meter to fuse units by 7/16 PVC insulated copper wire with earth connection complete.
1
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-
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Wiring with 2 x 1.5 sq.mm (22 / 0.3) PVC insulated single core unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with 150 x 100 x 113mm TW switch box for 5A 3 pin non inter locking Wall socket with 5A flush type switch with painting of suitable colour with continuous earth wire connection of 14 SWG TC wire for open PVC plug point
2
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Wiring with 2 x 1.5 sq.mm. (22 / 0.3) PVC insulated single core unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories and with TW switch box and 5A FT switch with painting of suitable colour for open PVC light point / fan point (for electronic regulator) (5 points per coil)
2
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Supplying and fixing in position white / colour glazed European Water Closet of best quality and approved make with 100 mm "P" or "S" trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings such as 15mm brass ball valve with polythene float with brass handle, union, coupling connected by means of 40mm white PVC flush hand using Indian adopter joint including all internal fittings.....
2
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Solid PVC door shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid PVC sheets
3.15
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Supplying and fixing in positon of R.C.C. jally of 5 cm thick in CC1:2:4 using 20 mm machine crushed jelly including moulding, finishing, curing and fixing in posiion etc., complete.
0.75
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Supplying, laying and jointing G.I. Pipes of approved quality and best variety of "B" class pipe of the following dia including labour fixing G.I. Specials, including charges for cutting and threading of pipes, cost of such specials with necessary teak wood plugs, clamps, screws, thread balls, shellac, etc. complete
-
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63 MM OD PVC pipe
75
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32mm GI Pipe B Class
12
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-
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32mm GI Elbow
12
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32mm GI Union
2
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32mm GI Hex Nipple
4
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32mm GI Coupling
4
-
-
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20mm GI Coupling
4
-
-
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20mm GI Bend
4
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-
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20mm GI Elbow
4
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20mm GI Tee
2
-
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Water tap
2
-
-
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110 pvc tee
3
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110 pvc bend
3
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110 pvc coupling
3
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110 pvc Pipe
30
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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
3.6
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Supplying and fixing in position best quality P.V.C soil/ waste pipes (6KSC) of various sizes having ISI mark and providing leakproof joints including fixing to the wall with P.V.C/ M.S clamps etc., and making connection to all sanitary fittings, dismandling masonry/R.C.C. works wherever necessary and making good the dismandled portion to the original condition, complying with standard specifications. (110 dia)
12
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Supply and Installation of Nylone ropes 20 to 30mm Including cost of materials and labour charges etc complete as directed by deportmental officers
6
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Provision for Goods and Service Tax @ 18%
1
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