Public Administrative Department Local Bodies Closing in 0 days TDR #37017012

Improvement Of Water Supply Scheme Thiruppuvanam Town Panchayat

Issued by Local Bodies · thiruppuvanam, Tamil Nadu
Tender Value
16.52 Crore
Estimated cost
Bid Submission
12 Apr 2023
0 days left
EMD
16.52 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

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Competition Type
NCB
Bidding Type
Tender
Location / State
thiruppuvanam → Tamil Nadu
EMD Exemption
Not Available
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Project Description

Improvement Of Water Supply Scheme Thiruppuvanam Town Panchayat

BOQ

Name of Work:Improvements of Water Supply Scheme @ Thiruppuvanam Town Panchayat.
Sl. No. Item Description
1Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of all soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B.First depth of 2m1.00LL x 2- 70 Cu.m1.50LL-102.56 Cu.m2.50LL-105.85 Cu.mSump -49.02 Cu.mPump Room-17.64 Cu.mCompound wall-51 x 5 Cu.m RA.Item.No.2
2First depth of 0 to 2 m.FOR SDRSump-49.02 Cum
32nd depth of 2m to 3m ,FOR DMR not requiring blasting.Sump-14.71 Cum
4Earth work excavation and refilling for pipe line works having bed width of 1.25m and below on linear measurement basis.
5100mm Diameter DI K7
6150mm Diameter DI K7
7200mm Diameter DI K7
890 mm HDPE PN 6
9110 mmHDPE PN 6
10125 mm HDPE PN 6
11140 mmHDPE PN 6
12160 mm HDPE PN 6
13180 mmHDPE PN 6
14200 mm HDPE PN 6
15280 mm HDPE PN 6
16M sand filling for foundation with including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge. Sump -7.35 Cu.m Pump Room-1.16 Cu.m RA.Item.No.7
17Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification.1.00LL x 2-6.61 Cu.m 1.50LL- ( 8.61 Cu.m) 2.50LL- ( 7.68 Cu.m )Pump Roomx5-1.16 Cu.m Pumbing Main -239.63 Cu.m Sump- 7.35 Cum D System -1091.30 Cu.mCompound wall x5 -6 Cu.m RA.Item.No.12
18Providing 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 departmad/canal st mode and a backlit display that continuously displays \"Rate of Flow\" and \"Total Volume\". Converter shall be supplied with a programmable low flow drop out, higher flow and emp
19Upto Basement
20Basement + 1st Floor
21Providing 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 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) , RA.Item.No.17 A
22Below G.L upto 1.50m depth1.00LL x 2- 10.09 Cu.m 1.50LL- 27.21 Cu.m 2.50LL- 27.18 Cu.m Sump-5.06 Cu.mInfiltration wellX3-13.26 Cum,+ 15.16 Cu.m Pipe Carring Bridge-44.10 Cu.m
23below 1.50m to 4.50m depth from G.L 1.00LL x 2- 4.77 Cu.m 1.50LL- 8.86 Cu.m2.50LL- 13.92 Cu.mSump-17.27 Cu.m Pipe Carring Bridge-45.23 Cu.m
24Above G.L upto 4.50m height1.00LL x 2- 8.05 Cu.m1.50LL- 3.06 Cu.m 2.50LL-5.08 Cu.m Sump-12.27 Cu.m Pipe Carring Bridge-11.15 Cu.m
25Above 4.50m to 7.32m ht., from G.L1.00LL x 2- 2.16 Cu.m 1.50LL-7.95 Cu.m2.50LL-12.41 Cu.m Pipe Carring Bridge-10.32 Cu.m
26Above 7.32m to 10.98m ht., from G.L 1.00LL x 2-6.63 Cu.m1.50LL-7.95 Cu.m2.50LL-12.41 Cu.m Pipe Carring Bridge-33.66 Cu.m
27Above 10.98m to 14.64m ht., from G.L1.00LL x 2- 6.63 Cu.m 1.50LL- 32.16 Cu.m2.50LL- 80.27 Cu.m
28Above 14.64m to 18.30m ht., from G.L1.00LL x 2- 22.97 Cu.m1.50LL- 14.02 Cu.m2.50LL- 21.76 Cu.m
29Above 18.30m to 21.96m ht., from G.L1.00LL x 2- 8.80 Cu.m 1.50LL- 15.40 Cu.m 2.50LL- 24.62 Cu.m
30Providing and fixing RCC inside access ladder of approved pattern and design in RCC 1:1.5:3 design mix of ISS gauge 0.40m width, 0.10m thickness, 0.12m breadth for side post, 0.05m thickness 0.12m breadth for steps with suitable inclination including cost of cement, reinforcement centering, finishing, curing etc., complete and as directed by Departmental Officers. 1.00LL x 2- 1 nos 1.50LL-1 nos2.50LL- 1 nosSump-1nos RA.Item.No.77
31Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.
322 Nos 1LL,1 Nos 1.5LL,1 Nos 2.5LL
33RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab
341.00LL x2,& 1.5LL
352.50LL
36Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86..RA.Item.No.27&61
37Plane Centering
38A. Squre Column
39b.Beam
40Upto 3.30m ht., from G.L-PlanecenteringBelow 3.30m ht., from G.L-Planecentering1.00LL x 2-25.19Sq.m 1.50LL-14.00Sq.m2.50LL- 145.27Sq.mAbove 3.30m ht., from G.L-Planecentering (1.00LL x 2-42.80)-85.60Sq.m1.50LL- 90.74-Sq.mPipe Carring Bridge -5.60 Sq.mInfiltration Well x3-131.41` Sq.mSump-1 Sq.m
41From 3.30m to 4.30m ht.1.00LL x 2- 36.54 Sq.m1.50LL- 39.19 Sq.m2.50LL-56.27 Sq.m Pipe Carring Bridge-7.44 Sq.mSump-35.11 Sq.m
42From 4.30m to 5.30m ht. Pipe Carring Bridge-201.60 Sq.m
43From7.30m ht., to 8.30m ht.1.00LL x 2- 36.54 Sq.m 1.50LL- 39.19 Sq.m2.50LL-56.27 Sq.m
44From 10.30 m ht., to 11.30 m ht. 1.50LL-13.59Sq.m2.50LL- 19.74 Sq.m
45From11.30m ht., to 12.30m ht. 1.00LL x 2- 36.54Sq.m1.50LL- 23.18 Sq.m2.50LL-13.58 Sq.m
46From 15.30m to 16.30m ht.1.00LL x 2- 96.01 Sq.m 1.50LL- 108.88Sq.m2.50LL- 161.94 Sq.m
47Square Column upto 3.30m ht. Below 1.00LL x 2-15.96 Sq.m Above 1.00LL x 2-25.92 Sq.m1.50LL-40.08 Sq.m 2.50LL- 65.52 Sq.m
48From 3.30m to 4.30m ht., 1.00LL x 2-6.60Sq.m 1.50LL- 5.76 Sq.m 2.50LL- 8.64 Sq.m
49From 4.30m to 5.30m ht.,1.00LL x 2- 8.40 Sq.m1.50LL- 9.60 Sq.m2.50LL- 14.40 Sq.m
50From 5.30m to 6.30m ht., 1.00LL x 2-8.40 Sq.m1.50LL-9.60 Sq.m2.50LL- 14.40 Sq.m
51From 6.30m to 7.30m ht., 1.00LL x 2- 8.40 Sq.m1.50LL- 9.60 Sq.m 2.50LL- 14.40 Sq.m
52From 7.30m to 8.30m ht.,1.00LL x 2-6.60Sq.m 1.50LL- 5.76 Sq.m 2.50LL-8.64 Sq.m
53From 8.30m ht., to 9.30m ht.,1.00LL x 2-8.40 Sq.m1.50LL-9.60 Sq.m2.50LL-14.40 Sq.m
54From 9.30m ht., to 10.30m ht., 1.00LL x 2- 8.40Sq.m1.50LL- 9.60 Sq.m 2.50LL- 14.40 Sq.m
55From 10.30m ht., to 11.30m ht., 1.00LL x 2-8.40 Sq.m 1.50LL-9.12 Sq.m2.50LL- 14.40 Sq.m
56From 11.30m ht., to 12.30m ht., 1.00LL x 2-6.60 Sq.m1.50LL-6.24 Sq.m2.50LL- 9.36 Sq.m
57From 12.30m ht., to 13.30m ht.,1.00LL x 2- 8.40 Sq.m1.50LL- 9.60Sq.m 2.50LL- 14.40 Sq.m
58From 13.30m ht., to 14.30m ht.,1.00LL x 2- 8.40 Sq.m 1.50LL- 9.60 Sq.m2.50LL- 5.33 Sq.m
59From 14.30m ht., to 15.30m ht.,1.00LL x 2- 7.98Sq.m 1.50LL-9.60Sq.m
60Square Column From 15.30m ht., to 16.30m ht.,1.00LL x 2- 3.78Sq.m 1.50LL-3.36Sq.m
61Curved Surface From 14.30m to 15.30m ht., from G.L 1.50LL-15.36 Sq.m2.50LL- 19.88 Sq.m
62From 15.30m to 16.30m ht., from G.L 1.00LL x 2- 13.06 Sq.m 1.50LL- 38.04 Sq.m 2.50LL- 48.59Sq.m
63From 16.30m to 17.30m ht., from G.L 2.50LL- 48.59Sq.m
64Upto 0-3.30 m, 1.00LL x 2- 132.89 Sq.m 1.50LL-168.90 Sq.m 2.50LL- 218.64 Sq.m Sump -148.15 Sq.m Infiltration well x 3-297.74 Sq.m
65Curved Surface From 3.30m to 4.30m ht., from G.L 1.50LL- 11.68 Sq.m 2.50LL- 15.07 Sq.m Sump -9.70 Sq.m
66Circular Columnupto 3.30m ht., from floor level1.00LL x 2- 9.01 Sq.m1.50LL-7.47 Sq.m2.50LL- 9.09 Sq.mSump -1.29 Sq.m Pipe Carring bridge-31.11 Sq.m
67From 3.30m to 4.30m ht., 1.00LL x 2- 0.66 Sq.m1.50LL- 0.90 Sq.m2.50LL- 1.03 Sq.mPipe Carring bridge-2.36 Sq.m
68From 4.3m to 5.3m ht., 1.00LL x 2- 1.26 Sq.m1.50LL- 1.26 Sq.m2.50LL- 1.51 Sq.m
69From 5.3m to 6.3m ht., 1.00LL x 2- 1.26 Sq.m1.50LL- 1.26 Sq.m2.50LL- 1.51 Sq.m
70From 6.3m to 7.3m ht., 1.00LL x 2- 1.26 Sq.m1.50LL- 1.41 Sq.m2.50LL- 1.51 Sq.m
71From 7.3m to 8.3m ht., 1.00LL x 2- 0.66 Sq.m1.50LL- 0.90 Sq.m2.50LL- 1.03 Sq.m
72From 8.3m to 9.3m ht., 1.00LL x 2- 1.26 Sq.m1.50LL- 1.26 Sq.m2.50LL- 1.51 Sq.m
73From 9.3m to 10.3m ht.,1.00LL x 2- 1.26 Sq.m1.50LL- 1.26 Sq.m2.50LL- 1.51 Sq.m
74From 10.3m to 11.30m ht., 1.00LL x 2- 1.26 Sq.m1.50LL- 1.41 Sq.m2.50LL- 1.51 Sq.m
75From 11.3m to 12.30m ht.,1.00LL x 2-0.66Sq.m 1.50LL- 0.94 Sq.m 2.50LL-1.09 Sq.m
76From 12.3m to 13.30m ht., 1.00LL x 2-1.26Sq.m 1.50LL- 1.26 Sq.m2.50LL- 1.51 Sq.m
77From 13.3m to 14.30m ht., 1.00LL x 2-1.26 Sq.m1.50LL- 1.26 Sq.m 2.50LL-1.51 Sq.m
78From 14.3m to 15.30m ht., 1.00LL x 2-1.26 Sq.m1.50LL- 0.21 Sq.m 2.50LL- 1.24 Sq.m
79Circular ColumnFrom 15.3m to 16.30m ht.,1.00LL x 2-1.64 Sq.m
80Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer-in-charge.The rate to include the cost.1.00LL x 2- 9816.15Kg 1.50LL- 16216.09 Kg2.50LL- 25955.00 KgInfiltration Well -2842.13Kg Sump - 28530 Kg Pump Room x 5 Nos-294.96 Kg Pipe Carring Bridge-17335.44Kg COM.W x5 - 225 Kg RA.Item.No.28
81Painting the new walls two coats over one coat ofpriming with best Emulsion paint ofapproved colour andquality includingpreparation ofsurfaceandfinishing neatly etc., complete complying with standard specification and as directed by the department officers etc., complete complying with standard specifications. 1.00LL x 2- 675.411.50LL- 1268.11 2.50LL- 1775.03Sump-44.56 Sq.mPump room - 67.65 Sq.mInfiltration Well-51.01RA.Item.No.44
82Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge.1.00LL x 2- 0.06 Cum1.50LL-0.06 Cum 2.50LL- 0.06CumTWAD SoR Pg.No.142
83Supply,delivery and fixing in position of CI Manhole frame with cover of size 0.60m x 0.60 (heavy duty)etc.complete and as directed by Departmental Officers. 1.00LL x 2- 2 Nos1.50LL- 2 Nos 2.50LL- 2 NosInfiltration well- 2 Nos Sump - 2 Nos TWAD SoR Pg.No.165
84Supply and fixing of AC Cylindrical cowl- 100 mm
85Providing pipe connection by lifting pipes and specials in vertical direction and placing the same for required alignment including lifting the pipes and specials in various heights of inlet, outlet, overflow and scour including earthwork excavation conveying the pipe and specials into the trenches, laying to proper grade and alignment cutting, threading and jointing with jointing materials with required specification including labour charges and supply of valves pipes, specials MS Clamps to fix the pipes with the columns including all taxes duties and connected charges etc. complete and taxes duties and connected charges etc. complete and as directed by Engineer in charge.
861.00LL x2
871.50LL
882.50LL
89Supply, delivery and fixing in position of water level indicator with float of approved pattern for inner and outer compartments including cost of materials etc. and as directed by the Dept officers.Quotation
90Painting the Departmental Emblem and|writing the slogon in accordance with|size and specifications as approved by|the Departmental Officers with approved|colour and quality of paint on the|exterior surface of Service Reservoir|completeetc., and as directed by TWAD|Board Officers.1.00LL x 2-1.00 Sq.m 1.50LL- 2.00 Sq.m 2.50LL- 8.00 Sq.mTWAD SoR Pg.No.299
91Refilling the sides of foundation with excavated earth (other than sand) in layersof 15cm thick,wateredwell rammed and consolidated etc.complete complying with standard specification removing and spreading the surplus earth at the placed shownand as directed by the Departmental Officers. Sump-20.50Cu.mPump Room-3.49 Cu.mTWAD SoR Pg.No.286
92Sinkingwell of 4.50m internal dia and 5.5m external dia below water level including ali incidental charges in light or sandy soil.TWAD Sor Pg No.252
931st Depth of 2m
942nd Depth of 2m
953rd Depth of 2m
96Porous concrete in CC 1:4 (One cement and four hard broken granite jelly of a size 20mm) for steining of infiltration well excluding cost of centering but including curing etc., complete and as directed by the Engineers @ well curbincluding all labour charges etc, complete.
97Plastering with Cum including all cost and conveyance of materials to site and all Labour charges etc, complete.RA.Analysis.37 &39
981:3 (One Cement and three Sand) mix, 10mm thick
991:4 (One Cement and Four Sand) mix, 20mm thick
1001:5 ( one Cement and Five sand) mix ,12 mm thick
101Supply delivery and fixing of CI steps in position at 30cm centre to centre in staggered manner and as directed by departmental officers.TWAD Sor Pg No.165
102Replacement of Underground Utilities (GI Pipe) damaged during earthwork excavations for pipe laying works including cost of additional earthwork excavation in all soil strata, including BT/CC road cutting,removal of slushy soil and replacing the pipeline with sound pipe,including supply and delivery of GI pipes, coupler, Union, jointing materials and requiredecials,cutting,threading,conveying ,laying,jointing and cost of refilling for the additional earthwork etc complete and as directed by the TWAD board officers.Providing ventilating arrangements by fixing in position 100mm GI pipe with necessary Tee and Bends and as directed by departmental officers.TWAD Sor Pg No.328
103Reaming from 140/150 mm dia pilot bore to 300 mm diabore as directed by the TWAD Board Officers upto 60 mDepth ending from ground level .Providing confirmatory bores to uncertain sand depth and locating well site before commencing as directed by departmental officers. TWAD Sor Pg No.305
104Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kioskdoor made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements and labour charges etc.,Providing for cutting edge using 12G MS sheets including the cost of fabricating welding and placing in position in the curb including supply of the MS sheet.TWAD Sor Pg No.89
105Labour for filling the coarse sand passingthrough a sieve of 10 meshes to 2.5 cm andretained in 20 meshes to 2.5 cm well washedand cleaned to be free from impurities includingstacking.Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the Board officers.TWAD Sor Pg No.278
106Providing m M.Schannel of ISLC 200 of 5.40m length each 2 nos including painting conveyance and fittings etc., complete as directed by the departmental officers.TWAD Sor Pg No.214
107Construction of a typical cofferdam using casurina piles during sand bags etc., complete for four rows and as directed by Dept. Officers.(LS)
108PVC Insulated and Sheathed 3 core Flat type Copper cable Conforming To IS 694/1990 and as Amended thereafter. Supply and deliveryof 16 Sqmm and 10 sq mm PVC insulated and sheathed 3 core flat type submersible copper cable.TWAD Sor Pg No.120
109a. 16 Sq mm cable
110a. 10 Sq mm cable
111Supply and delivery of the following GI, PVC Pipes & Specials including cost and conveyance of materials to site etc, complete.(TWAD).TWAD Sor Pg No.40
11232mm Dia GI Pipe B Class (TWAD) SL.No: 5-9
11350mm Dia GI Pipe B Class(TWAD) SL.No: 5-6
114TowardsCutting and Threading of GI pipes-TWAD Sor Pg No.272
11532mm Dia GI Pipe B Class(TWAD) SL.No: 1
11650mm Dia GI Pipe B Class (TWAD) SL.No: 1A
117Supply and delivery of400lpm x10m head Open well Submersible Pumpset wit ISI Mark IS 14220including cost and conveyance of materials to site etc, complete.(TWAD) Infiltration well to Common Sump(4w+4s).TWAD Sor Pg No.106
118Supply and delivery of800 lpm x40m head Open well Submersible Pumpset wit ISI Mark IS 14220including cost and conveyance of materials to site etc, complete.(TWAD) Sump-1,2&3 to Tank(3w+2s).TWAD Sor Pg No.107
119Supply and delivery of Star-Delta starter confirming to IS 13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/ Three hase/50HZ(+/- 5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter (65 mm dia) with suppressed scale,Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating,Singlephasing preventor, dry running preventor and On/Off Push button switches,wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, including the capacitor (the cost of capacitor is to be taken separately).Supply and delivery of Suitable Pannel Board for3 phase Star Delta with tow level guarard and auto startincluding cost and conveyance of materials to site etc, complete.(TWAD).TWAD Sor Pg No.115
120Labour charges for the erection of submersible pumpsetin borewell/openwell including fixing and jointingsubmersible cable with proper clamps upto the starter torequired depth and also fixing of riser pipes to therequired depth valves erection clamps, pressure gaugesupto the exterior wall of pump room and erection ofpanel board consisting of TPICN switches starter,Voltmeter, Ammeter, three pilot (indicating) lampscapacitor single phasing preventor, water level guard andlaying and jointing the cables and twin earthing as per IErules etc., complete and testing the pumpset and trailrun for 10 daysTowards .Towards Labour charges for the Errection 800lpm x 40m headSubmersible Pump set in the Infiltration Well with Panel Board etc, complete.TWAD Sor Pg No.308
121Stainless Steel (Salem Stainless Steel) Door Frame (Box Section using Stainless Steel Plate of 1.6mm thick) of size100mmx60mm with a rebate of 30/ 35mm x 15mm on one side of the frame including supplying and fixing dovetail splayed end stainless steel hold fast etc., Supplying and fixing of Providing Stainless steel hand railof 0.9 m height over the top of roof slabfinishing etc complete.TWAD Sor Pg.No-159
122P.C.C M15 (one cement, two sand, four course aggregate) using 20mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., completefor bed block over the deck slab for resting of pumping main pipesas directed by theOfficers.RA.Analysis.14
123Forming Ring bund using sand bags filled with filling sand stiching the bags with jute coir conveing the stiched sand bags to preached site and forming the ring bund by placing the stiched sand bags in proper position , packing tightly and blocking the joints with clay and straw leaves to arrest the leakage as stated by departmental officers including the cost of empty cement bags, sand, jute coir complete for 2.83 cum.Diversion of river water by using sand bags if necessary.
124Providing and fixing of cut stone (Roughly dressed) set in CM 1:3 of requiredsizeat site including cost of all materials, labour charges, curing etc., complete and as directedby Departmental Officers. (Size 0.45 x 0.45 x 0.15 m). TWAD Sor Pg.no-142
125Providing RCC (1:1.5:3) Ventilator using 20mm HBG stone including cost of all materials, centering, shuttering, strutting,reinforcement, placing of concrete, finishing, curing and fixing in position on the roof slab with mosquito proof net arrangement and etc., complete and as directed by Departmental officers.0.30 m Dia
126Supply,delivery and fixing of MS ladder out side the sump of following width and length made out of 50 x 50 x 6mm MS angle for size and steps in 16mm MS plain rods at 30cm C/C providing with suitable side support MS clamps,locking arrangements with one red oxide as primer, bottom anchorage by CC 1:4:8 and fixing the ladder on top of the sump roof slab including cost of all materials, labour charges etc., and as directed by Departmental Officers.
127Supply, Delivery, erection and commissioning of Batch type electro chlorinator using common salt as raw material, consisting of electrolyzers cell made of Titnium with coating mixed metal oxide such as Anabium, Cadmium, etc, capable of producing sodium hypochlorite solution within time span of 8 hours,having adjustable metering cum dosing pump capable of dozing the prepared sodium hypochlorite solution in water supply system with sensor having auto shut down when the storage if FRP tank gets empty. The storage vessel and electrolyzer tank (hypo procesing tank)must be made of FRP tank coated inside with hypothalic -BIS standard, having capacity to store required quantity of hypochlotrite solution,water and common salt for electrolysis process respectively. The eclectrochlorinator must have power source or control module for producing necessary DC current for electrlyser process from 440v, 3 phase /single phase AC supply and must have auto cut off after batch time of 8 hours. For all power connection,copper cables should be used.
128Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size9 ” x 4 3/8 “x 2 3/4 ”from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications..RA.Analysis.42 &25
129(Upto Basement)
130(Above Basement)
131Weathering course with surkhi mortar including labour charges etc complete as per standard specifications and as directed by the Engineer-in-charge..RA.Item.No.29
132Supply and fixing of Pressedtiles 20 x 20 x 2 cm using cement mortar 1:2 mixed with water proof compound 2 % by weight of cement and pointed with same mortar
133Granolithic flooring 25 mm thick with CC 1:2:4 mix using 10 to 12 mm HBG metal including all labour charges etc complete and as directed by the Engineer-in-charge..RA.Item.No.60d
134Stone Dust filling in basement including cost of gravel/sand, complete consolidation and levelling etc complete as per standard specifications and as directed by the Engineer-in-charge..RA.Item.No.8
135Supply and delivery and fabrcation of MS doors and windows with outer frame and shutter frame in MS angle of size 40x40x6mm with MS flat 25x25x6mm 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 a coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc.,complete..TWAD SoR Pg.No.91
136Fully panelled double leaf door D
137Fully panelled double leaf window ( Without ventilation )
138Painting of panelled doors and windows with 2 coats of enamel paint including a coat of primer of specified brand etc all complete as per standard specifications. RA.Item.No.48
139Testing of DIpipes with hydraulic testing equipment by filling with water (including cost of water Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges etc. complete and as directed by TWAD Board Officer for the following diametre of pipes.TWAD Sor Pg.No-270
140100mm Diameter F Main- 3980m
141150mm Diameter T Main- 602.5m F Main-2248.00m
142200mm DiameterF Main-1230.00m
143Supplying and conveying of following sizes of DI Class K7 flanged pipesPipes to site, confirming to specification as per IS:8329-2000 for standard length including cost of pipes, testing charges at factory, labour charges for loading, unloading and stacking at site etc.TWAD Sor Pg.No-49,T Main150mm diameter -241 Bund crossing Pipe arrangements-150 mm DI K7 flanged Pipes 2.5m-8
144Lowering CI collars with flange into the trench and laying to proper grade and alignment and jointing PSC pipes with 2 Nos of conical rubber rings and MS bolts and nuts excluding the cost of jointing materials.TWAD Sor Pg.No-269,T main150mm diameter-241 each
145Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS638(1979) and M.S. bolts and nuts of IS 1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labourcharges etc., complete.
146supply and Delivery 150 mm DI K7 flanged Pipes 1.5m Bund crossing Pipe arrangements for transmission Main - 150 mm DI K7 flanged Pipes 1.5m.
147Supplying and Conveying to site, the following CI Double Flanged Sluice Valves (PN 1.0) with cap of following sizes confirming to IS:14846, including flanged tail pieces and other specials as required, loading, unloading, transportation charges & stacking charges etc..RA.It.No-79
148100mm diameter T Main-4 Nos F Main- 8 Nos D system-6 Nos
149150mm diameter F Main- 3 nosD system-16 Nos
150200mm diameterD system-3 Nos
151250mm diameterD system-1 Nos
152Supplying and Conveying to site, for 80mm scour valve, (PN 1.0) of following sizes confirming to IS:14846 including CI flanged tail pieces and other specials as required, loading, unloading, transportation charges and stacking, including CI bends and pipe.RA.It.No-80
15380 mm diameterD system-12 Nos
154100mm diameterT Main-2 NosF Main- 3 Nos
155150mm diameter F Main-2 Nos
156Supplying and Conveying to site, for Double Airvalve ,including CI flanged tail pieces and other specials as required, loading, unloading, transportation charges and stacking, including CI bends and pipe for discharge above ground level etc complete as per standard specifications and as directed by the Departmental Officers..RA.It.No-81
15780 mm diameter- T Main - 4 Nos
158100mm diameter-F Main- 7 Nos
159150mm diameter-F Main- 5 Nos
160200mm diameter-F Main- 2 Nos
161Constructing masonry chamber of inside dimensions as mentioned below with Class 1 designation, brick work in cement mortar 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep .RA.Item.No.83,84,89,89b,90,91
162100mm diameter- Sluice Valve T Main- 4 NosF Main-8 Nos
163150mm diameter- Sluice Valve F Main-3 Nos
16480 mm diameter-Scour ValveD System-12 Nos
165100mm diameter-Scour Valve T Main- 2 Nos F Main-3 Nos
166150mm diameter-Scour ValveF Main- 2 Nos
16780 mm diameter T Main-4 Nos - Air Valve
168100mm diameter-7 Nos Air Valve
169150mm diameter- 5 Nos Air Valve200mm diameter- 2 Nos
170Labour for cutting open BT or Maccadam roads for laying water distribution lines etc complete as per standard specifications and as directed by theEngineer in-charge. TWAD Sor Pg.No-299
171Cemet ConcreteRoad- 60% of Total Qty.100mm diameter - 298.50 Cu.m 150mm Diameter-168.60 Cu.m 200mm Diameter- 98.40 Cu.mD System-Cemet ConcreteRoad90mm diameter - 891.03 cu.m110mm diameter - 75.58 cu.m125mm diameter - 39.32 cu.m 140mm diameter -31.17 cu.m160mm diameter - 7.10 cu.m180mm diameter - 14.31 cu.m 200mm diameter- 10.91 cu.m280mm diameter- 9.97 cu.m
172Bitumen Tar / WBM Road - 40% of Total Qty.100mm diameter - 298.50 Cu.m 150mm Diameter-168.60 Cu.m 200mm Diameter- 98.40 Cu.mD System -Bitumen Tar / WBM Road 90mm diameter - 310.10 cu.m110mm diameter - 26.31 cu.m125mm diameter - 13.68 cu.m 140mm diameter -10.85 cu.m160mm diameter - 2.47 cu.m180mm diameter - 6.23 cu.m 200mm diameter- 5.06 cu.m280mm diameter- 4.63 cu.m
173Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. (80% Pipe Length).TWAD Sor Pg.No-323F Main-5966.40mD System- 5008.80m
174Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. (20% Pipe Length)TWAD Sor Pg.No-323F Main-1492.00 mD System- 5008.80m
175Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 40mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.RA.It.No-13 F Main-319.5 Cu.mD System -1455.06 Cu.m
176Conveyance of excavated excess earth including loading, unloading and refilling as directed by the departmental officer etc., complete.TWAD Sor Pg.No-321100mm diameter -522.38 Cu.m150mm diameter -32.55 cu.m 200mm diameter - 4.20 Cu.mD System -2546.36 Cu.m
177Supplying and conveying of following sizes of DI Class K7 SSPipes to site, confirming to specification as per IS:8329-2000 for standard length including cost of pipes, testing charges at factory, labour charges for loading, unloading and stacking at site etc.TWAD Sor Pg.No-46
178100mm diameterF Main-3980 m
179150mm diameterF Main-2248 m
180200mm diameter F Main-1230 m
181Supplying and conveying ofDISocket and Spigot specials such as bends, tees, tapers, end caps etc of the following sizes(K7 class) to site, confirming to specification as per IS:9523-2000 including cost of specials, testing charges at factory, labour charges for loading, unloading and stacking at site etc.TWAD Sor Pg.No-52100mm diameter-12.20 Kg150mm diameter -12.20 Kg150mm Duck foot Bend 90deg-216 Kg150mm Bends 90 deg-168 Kg200 mm diameter-28 Kg
182Lowering of DI S&S Pipes (K7Class) and specials carefully into the trench and laying to proper grade and alignment including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by the Departmental Engineer.F mainTWAD Sor Pg.No-258
183100mm diameter
184150mm diameter
185200mm diameter
186JointingDI S/S pipes and specials with rubber gaskets( tyton joint) including cost of lubricants, testing to the required pressure with water ( including cost of joining materials).TWAD Sor Pg.No-262
187100mm diameter
188150mm diameter
189200mm diameter
190Construction of Thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete (Bends).Metro water Pg.No-35,F Main
19122.5 Degree - 100 mm Dia
19245 Degree 100 mm Dia
19390 Degree 100 mm Dia
19422.5 Degree 150 mm Dia
19545 Degree 150 mm Dia
19690 Degree 150 mm Dia
19722.5 Degree 200 mm Dia
19845 Degree 200 mm Dia
19990 Degree 200 mm Dia
200Drilling of 150mm dia Bores, 10 numbers for 1 m depth in hard rock .TWAD Sor P.no-301
201labour charges for Anchoring the pipes using MS Flat of size 50mm x 12mm (2.50 Kg/m) with bolts and nuts etc., complete excluding the cost of MS Flat, Bolts and Nuts etc.
202Supply and delivery of Mild Steel flat 50 x 12 mm size and by weight (2.5Kg / m)
203Supply and delivery of bolts and nuts etc.,
204Supplying and conveying of following sizes of P100 PN6 HDPE pipesto site, confirming to specification as per IS:4984-2016 for standard length including cost of pipes inclucive of transportation charges to stockyard anywhere in tamilnadu ,Unloading, stacking at stock yard and Conveyance from stock yard to site(maximum of 8Km radius) are extra.TWAD Sor Pg No 29.
20590mm diameter
206110mm diameter
207125mm diameter
208140mm diameter
209160mm diameter
210180mm diameter
211200mm diameter
212280mm diameter
213Supply and delivery of HDPEspecials of conforming to IS specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc.,complete and as directed by Engineer incharge.TWAD Sor Pg No 32
21490mm diameter
215110mm diameter
216125mm diameter
217140mm diameter
218160mm diameter
219180mm diameter
220200mm diameter
221280mm diameter
22290mm diameter
223110mm diameter
224125mm diameter
225140mm diameter
226160mm diameter
227180mm diameter
228200mm diameter
229280mm diameter
230Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers..TWAD Sor Pg No 268.
23190mm diameter
232110mm diameter
233125mm diameter
234140mm diameter
235160mm diameter
236180mm diameter
237200mm diameter
238280mm diameter
239Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supplyarrangements etc., complete as per directed by TWAD Board Officers.TWAD Sor Pg No 279.
24090mm diameter
241110mm diameter
242125mm diameter
243140mm diameter
244160mm diameter
245180mm diameter
246200mm diameter
247280mm diameter
248Testing of HDPEpipes with hydraulic testing equipment by filling with water (including cost of water Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges etc. complete and as directed by TWAD Board Officer for the following diametre of pipes.TWAD Sor Pg No 270.
24990mm diameter
250110mm diameter
251125mm diameter
252140mm diameter
253160mm diameter
254180mm diameter
255200mm diameter
256280mm diameter
257Construction of RCC Chamber for providing Electromagnetic flow meter, Flow Control valve, Pressure sensor and Water quality smart sensors including Earth work excavation, refilling and disposal of excavated earth complete.(3.75x1.50x1.35x0.20)
258Manufacturing, supply and delivery of DI D/F Plunger type(Flow Control valve) with one piece body of ductile cast iron of grade GGG-40, all internal parts of stainless steel. Piston guides of bronze welded overlay & micro-finished and bearing bush of zinc free Bronze. Valve/profile sealing seat shall be in the no-flow zone. Double sealing effect between the body and the plunger shall be by Quadring Seal (twist free operation). The valve shall be designed to operate smoothly throughout the specified flow range without cavitation. Corrosion protected medium free bearing in the body by way of double O-ring seal and encapsulated shaft seal. There shall be no obstacles in the main flow passage except the plunger and the attached control cylinders. Plunger shall be by means of stainless steel crank drive mechanism. Face-to-face dimensions EN558-1 basic series 15 and 1.5X DN from DN500 and flange connections as per EN1092-2/ISO 7005[DIN].TWAD Sor Pg.No-81
259100mm Diameter
260150mm Diameter
261200mm diameter
262Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total
263100mm diameter
264150mm diameter
265200mm diameter
266250mm diameter
267Painting the MS Grill gate in front side(53mx 1.80m) two sleeves..RA.Item.No-47
268HSC Connection - 20 mm - Providing House service connection with MDPE 20mm pipe (supply, lowering, jointing & testing), electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304, Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded to suit the corresponding bore sizes of 15mm dia size (1/2\"), Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304, Poly propylene 90 Degree Compression elbow with compression joint at both ends, Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 and protection box of size 20cm x 30cm for fixing of Water Meter all as per standard including road cutting, replacement of utilities providing house service connection, refilling, retoration of roads/drains testing etc complete with materials and specification as instructed by department officers.

AI Tender Summary

OUR REF NO 37017012
AUTHORITY Local Bodies
TENDER VALUE 16.52 Crore
LAST DATE 12-04-2023
Authority
Authority Name Town Panchayats
Work Description Improvement Of Water Supply Scheme Thiruppuvanam Town Panchayat
Basic Detail
Tender No 467/2021/A1
Bidding Type Tender
Location
City thiruppuvanam
State Tamil Nadu
Key Dates
Publish Date 28 Mar 2023
Submission Date 12 Apr 2023
Open Date 12 Apr 2023
Finance
Tender Value 16.52 Crore
Tender Fee Ref. Documents
EMD 16.52 Lakhs
Exemption Not Available
Document List
57345e2e-cb77-4fdf-ad77-ad013c049f2a.html
BOQ_353641.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
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Tender Timeline

Mar 28, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 12, 2023
17:00 IST

Bid Submission Deadline

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Completed
Apr 12, 2023

Bid Opening Date

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Completed

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