Directorate Of Town Panchayats Tender
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Directorate Of Town Panchayats Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Aug 2024
Closing Date20 Aug 2024
Tender Amount₹ 17,87,00,000
Costs
EMD
₹ 17,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DTP_473717_1Bid Award Id
ViewTender No
675/2024/A1Tender Authority
Directorate Of Town Panchayats ViewPurchaser Address
-Website
http://https://www.tn.gov.in/dtp/
GEM & Bid Advisory Services
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Documents
BOQ Items
Reinforced Cement Concrete using M30 Design mix with required cement, sand and 20 mm and 10 mm Machine crushed HBG stone including the cost of all materials, labour charges, mixing by using mechanical mixer machine, placing in position, lifting, vibrating by using mechanical vibrator, finishing & curing but excluding the cost of reinforcement and fabricating, centering, shuttering and strutting charges etc, complete. From upto 1.5 mt Below GL
61.82
-
-
From 1.5 to 4.5 mt Below GL
133.97
-
-
From 4.5 to 9.00 mt below GL
67.79
-
-
From 0.0 to 4.5 mt Above GL
111.88
-
-
From 4.50m to 7.32m ht. Above GL
15.56
-
-
From 7.32m to 10.98m ht.Above GL
310.35
-
-
From 10.98m to 14.64m ht.Above GL
41.58
-
-
From 14.64m ht., to 15.35m ht.Above GL
102.5
-
-
From 18.30 m to 21.96m ht. Above GL
29.6
-
-
Sinking of infiltration well of 4.50m internal dia and 5.5m external dia below water level including ali incidental charges in light or sandy soil. 1st Depth of 2m
4
-
-
2nd Depth of 2m
4
-
-
3rd Depth of 2m
4
-
-
4th Depth of 2m
4
-
-
5th Depth of 2m
1.2
-
-
Porous 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 curb including all labour charges etc, complete.
96.96
-
-
Providing steel centering & shuttering with necessary strutting arrangements of sides and soffits for all RCC or PCC items including cost and conveyance of materials as directed by the Engineers @ well curb including all labour charges etc, complete. Plane Surface Upto 3.30m ht., below GL
947.31
-
-
0 m - 3.3 m ht from floor level
135.55
-
-
3.30 m - 4.30M ht from GL
305.73
-
-
7.30 - 8.30M ht from GL
167.73
-
-
11.30 m - 12.30 m ht from GL
167.73
-
-
14.30 - 15.30m from GL
9.5
-
-
15.30 m - 16.30 m from GL
520.44
-
-
Square column Column 0 to 3.30 m ht above GL and below GL
241.34
-
-
Column above 3.30 m to 4.30m ht from GL
42.8
-
-
Column above 4.30 m to 5.30m ht from GL
50.6
-
-
Column above 5.30 m to 6.30m ht from GL
50.6
-
-
Column above 6.30 m to 7.30m ht from GL
50.6
-
-
Column above 7.30 m to 8.30m ht from GL
38.4
-
-
Column above 8.30 m to 9.30m ht from GL
50.6
-
-
Column above 9.30 m to 10.30m ht from GL
50.6
-
-
Column above 10.30 m to 11.30m ht from GL
49.94
-
-
Column above 11.30 m to 12.30m ht from GL
47.06
-
-
Column above 12.30 m to 13.30m ht from GL
50.6
-
-
Column above 13.30 m to 14.30m ht from GL
50.6
-
-
Column above 14.30 m to 15.30m ht from GL
45.36
-
-
Column above 15.30 m to 16.30m ht from GL
0.42
-
-
Circle column Column 0 to 3.30m ht above GL and below GL
163.63
-
-
Column 3.30m to 4.30m ht above GL
0.66
-
-
Circle column - 1.00 LL OHT - Column 4.30 to 5.30m ht above GL
1.26
-
-
Column 5.30 to 6.30m ht above GL
1.26
-
-
Column 6.30 to 7.30m ht above GL
1.26
-
-
Column 7.30 to 8.30m ht above GL
0.96
-
-
Column 8.30 to 9.30m ht above GL
1.26
-
-
Column 9.30 to 10.30m ht above GL
1.26
-
-
Column 10.30 to 11.30m ht above GL
1.26
-
-
Column 11.30 to 12.30m ht above GL
0.66
-
-
Column 12.30 to 13.30m ht above GL
1.26
-
-
Column 13.30 to 14.30m ht above GL
1.26
-
-
Column 14.30 to 15.30m ht above GL
1.26
-
-
curved surface - From 0 to 3.30m from floor level
614.18
-
-
From 3.3m to 4.30m ht from floor level
24.77
-
-
Column 15.30 to 16.30m ht above
141.98
-
-
From 16.30 to 17.30m ht above
110
-
-
From 17.30 to 18.30m ht above
110
-
-
From 18.30 to 19.30m ht above
98
-
-
Supply, fabrication and placing in position of Steel, including Cutting, Bending & Therading including cost and conveyance of materials as directed by the Engineers @ well curb including all labour charges etc, complete.
113212.52
-
-
Plastering with cm 1:3 (One Cement and three Sand) mix, 12mm thick including all cost and conveyance of materials to site and all Labour charges etc, complete.
141.3
-
-
Plastering in Cement Mortor 1:5 Mix (one Cement, five M- Sand) 20mm thick 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.
164.14
-
-
Supply delivery and fixing in position of CI man hole cover with frame of 60cm x 60cm x with locking arrangement etc., complete and as directed by departmental officers.
13
-
-
Supply delivery and fixing of PVC Mould CI steps in position at 30cm centre to centre in staggered manner and as directed by departmental officers.
42
-
-
Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm
2182.3
-
-
Labour for filling the coarse sand passingthrough a sieve of 10 meshes to 2.5 cm andretained in 20 meshes to 2.5 cm well washed and cleaned to be free from impurities including stacking.Plugging the bottom of the well with coarse sand of approved sizes and grade as directed by the department engineers.
22
-
-
Pump Room - Supplying and filling in foundation and basement with filling m sand in layers of not more than 15cm.thick well rammed watered and compacted -1Cu.m etc., complete complying with standard specification.
2.96
-
-
Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating, finishing etc. complete.
1498.96
-
-
Brick Work in CM 1:5 (one cement and Five sand )using country bricks of Size 8.75" x 4.25" x 2.00" including cost of all materials, labour charges, curing etc., complete for superstructure and as directed Departmental Engineers.
6.21
-
-
Plastering with cm 1:5 (One Cement and Five Sand) mix, 12mm thick including all cost of materials, labour charges for finishing, curing etc., complete and as directed by Department officers
62.36
-
-
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4(one cement, two sand and four aggregate) using 10 to 12 mm stone chips - 25mm tk etc., Complete
6.68
-
-
Special ceiling plastering with CM 1:3 (one cement and three sand ) 10mm thick including labour charges for mixing finishing curing etc.,complete and as directed by Departmental Engineers
12.74
-
-
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
43.28
-
-
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. - Fully panelled Double leaf - Door ( 1.00 X 2.10 m)
1
-
-
Fully panelled Double leaf - Window (0.60 m x 0.90 m)
1
-
-
Weathering Course with Concrete Broken Brick (S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being '32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete.-10 cum
0.52
-
-
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
6.45
-
-
SUMP 1.50LL - Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of following size at site including cost of all materials, labour charges, curing etc., complete and as directed by officers incharge
3.06
-
-
Providing 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 the officers incharge (As per Annexure )
8
-
-
Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.
18.35
-
-
Supplying and fixing in position of RCC M30 inside access ladder of required height using 20mm size HBG jelly with 2 nos. Of vertical posts of size 0.10mx0.10m and steps of size 0.45mx0.15mx 0.05 m at 30 cm c/c including cost of all materials, centering shuttering, strutting fabrication and placing in position of reinforcement, finishing, curing etc., complete and as directed by the officers incharge (As per Annexure B)
9
-
-
Supplying and filling in foundation with excavated Soil (other than sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
244.64
-
-
Stainless 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., MS Hand rail
870
-
-
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
1931.72
-
-
Diversion of river water by using sand bags if necessary.
190
-
-
Construction 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.
4
-
-
Supplying and fixing of RCC 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 of approved pattern and design including the cost of reinforcement, centering, precasting, finishing etc complete
109.11
-
-
Supply Delivery and fixing of pipes for OHT connections including civil works 100mm CI PIPE for inlet, Outlet Overflow and 100mm CI PIPE - 1.00 LL OHT - Inlet
1
-
-
Outlet
1
-
-
Scour
1
-
-
Overflow
1
-
-
Supply Delivery and fixing of pipes for OHT connections including civil works 100mm CI PIPE for inlet, Outlet Overflow and 100mm CI PIPE - 2.00 LL OHT & 2.50 LL OHT - Inlet
2
-
-
Outlet
2
-
-
Scour
2
-
-
Overflow
2
-
-
1.00 LL OHT - Labour charges for Painting Board Emblem in accordance with the size and specifications as approved by the Board on the Service Reservoirs including cost ofall consumables, one coat of base paint, scaffolding charges including painting NRDWP Logo on the Service Reservoirs., complete and as directed by department engineers.
5
-
-
2.00 LL OHT - Pointing in Cement Mortor 1:3 Mix (one Cement, Three M-Sand) Including cosgt 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
18
-
-
AC cylindrical cowl - 100 mm
8
-
-
PIPE LINE - Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers - Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.SS20B - Pumping Main - 100 MM dia DI K7
1230
-
-
150 MM Dia DI K7
5898
-
-
200 MM Dia DI K7
525
-
-
250 MM Dia DI K7
260
-
-
300 MM Dia DI K7
3385
-
-
350 MM Dia DI K7
172
-
-
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers - Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.SS20B - Distribution System - 90 mm HDPE PE100PN6
3263
-
-
110mm HDPE PE100PN6
8897
-
-
125mm HDPE PE100PN6
2779
-
-
140mm HDPE PE100PN6
2928
-
-
160mm HDPE PE100PN6
1451
-
-
180mm HDPE PE100PN6
5252
-
-
200mm HDPE PE100PN6
948
-
-
280mm HDPE PE100PN6
16
-
-
315mm HDPE PE100PN6
329
-
-
Supply and Delivery DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000 -Pumping Main -100mm Diameter
1230
-
-
150mm Diameter
5898
-
-
200mm Diameter
525
-
-
250mm Diameter (Connecting Main-530) + (Pumping Main -260)
790
-
-
300 mm Diameter
3385
-
-
350 mm Diameter
172
-
-
Supply and Delivery - Distribution system - 90 mm HDPE PE100PN6
3263
-
-
110mm HDPE PE100PN6
8897
-
-
125mm HDPE PE100PN6
2779
-
-
140mm HDPE PE100PN6
2928
-
-
160mm HDPE PE100PN6
1451
-
-
180mm HDPE PE100PN6
5252
-
-
200mm HDPE PE100PN6
948
-
-
280mm HDPE PE100PN6
16
-
-
315mm HDPE PE100PN6
329
-
-
Supply and Delivery DUCTILE IRON SPECIALS AS PER IS 9523/2000 - Pumping Main - 100 mm - 90 Leg D/S Bend
33
-
-
100mm - 45 Deg D/S Bend
60
-
-
100mm - 22 1/2 Deg D/S Bend
90
-
-
150mm - 90 Deg D/S Bend
160
-
-
150mm - 45 Deg D/S Bend
240
-
-
150mm - 22 1/2 Deg D/S Bend
420
-
-
200mm - 90 Deg D/S Bend
64
-
-
200mm - 45 Deg D/S Bend
78
-
-
200mm - 22 1/2 Deg D/S Bend
88
-
-
250mm - 90 Deg D/S Bend
46
-
-
250mm - 45 Deg D/S Bend
144
-
-
250mm - 22 1/2 Deg D/S Bend
124
-
-
300mm - 90 Deg D/S Bend
520
-
-
300mm - 45 Deg D/S Bend
735
-
-
300mm - 22 1/2 Deg D/S Bend
1230
-
-
350mm - 90 Deg D/S Bend
87
-
-
350mm - 45 Deg D/S Bend
65
-
-
350mm - 22 1/2 Deg D/S Bend
104
-
-
Supply, Delivery and fixing of DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimentions as CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro' body passage, inside and outside color Blue including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating PN 10/16 - 80mm sluice valve
44
-
-
100mm Sluice Valve
14
-
-
150mm Sluice Valve
16
-
-
200mm Sluice Valve
2
-
-
250mm Sluice Valve
1
-
-
300mm Sluice Valve
7
-
-
350mm Sluice Valve
2
-
-
Manufacture, Supply and Delivery of Tamper proof C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber and as amended from time to time and suitable for water supply main including loading freight, transit, unloading and stacking them at site etc. complete - Pumping Main - 50mm Valve
20
-
-
Supply and delivery of DI D/F specials of conforming to IS 9523/2000 specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc., complete and as directed by Engineer incharge. Pumping Main 150 mm Flanged Socket Tail Piece
168
-
-
150 mm Flanged Spigot Tail Piece
192
-
-
150 mm DUCKFOOT BEND
135
-
-
150x150x100 mm DI D/S Tee with Flange
22
-
-
300x200x200 mm DI D/S Tee with Flange
16
-
-
200x150x250 mm DI D/S Tee with Flange
62
-
-
150x 150 mm DI D/S Tee with Flange
27
-
-
100 mm Flanged Socket Tail Piece
126
-
-
100 mm Flanged Spigot Tail Piece
140
-
-
100 mm DUCKFOOT BEND
96
-
-
200 mm Flanged Socket Tail Piece
84
-
-
200 mm Flanged Spigot Tail Piece
92
-
-
200 mm DUCKFOOT BEND
90
-
-
250 mm Flanged Socket Tail Piece
56
-
-
250 mm Flanged Spigot Tail Piece
64
-
-
250 mm DUCKFOOT BEND
130
-
-
300 mm Flanged Socket Tail Piece
444
-
-
300 mm Flanged Spigot Tail Piece
504
-
-
300 mm DUCKFOOT BEND
552
-
-
350 mm Flanged Socket Tail Piece
192
-
-
350 mm Flanged Spigot Tail Piece
224
-
-
350 mm DUCKFOOT BEND
250
-
-
Electromagnetic 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 Volume”. Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programming should be user friendly, self-prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished.- Pumping Main - 350 mm Diameter
1
-
-
Distribution System - 100 mm
10
-
-
Lowering of DI pipes 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. - Pumping Main - 100mm Diameter
1230
-
-
150mm Diameter
5898
-
-
200mm Diameter
525
-
-
250mm Diameter
260
-
-
300mm Diameter
3385
-
-
350mm Diameter
172
-
-
Lowering HDPE PE100PN6 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer Distribution System 90 mm HDPE PE100PN6
3263
-
-
110 mm HDPE PE100PN6
8897
-
-
125 mm HDPE PE100PN6
2779
-
-
140 mm HDPE PE100PN6
2928
-
-
160 mm HDPE PE100PN6
1451
-
-
180 mm HDPE PE100PN6
5252
-
-
200 mm HDPE PE100PN6
948
-
-
280 mm HDPE PE100PN6
16
-
-
315 mm HDPE PE100PN6
329
-
-
Cutting of CI and DI pipes and specials true to axis and filing smoothly and finishing the ends complete, with / without water in the pipe including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by Departmental Engineer. Pumping Main - 100mm diameter
13
-
-
150 mm diameter
59
-
-
200mm diameter
6
-
-
250mm diameter
8
-
-
300mm diameter
34
-
-
350mm diameter
2
-
-
Cutting the HDPE pipes true to axis and finishing the ends complete. Distribution System 90 mm HDPE PE100PN6
82
-
-
110mm HDPE PE100PN6
222
-
-
125mm HDPE PE100PN6
69
-
-
140mm HDPE PE100PN6
73
-
-
160mm HDPE PE100PN6
36
-
-
180mm HDPE PE100PN6
131
-
-
200mm HDPE PE100PN6
24
-
-
280mm HDPE PE100PN6
1
-
-
315mm HDPE PE100PN6
8
-
-
Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials) Pumping Main 100mm diameter
224
-
-
150mm diameter
1073
-
-
200mm diameter
96
-
-
250mm diameter
144
-
-
300mm diameter
616
-
-
350mm diameter
32
-
-
Jointing 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 supply arrangements etc.,complete as per directed by Departmental Engineers. Distribution System 90 mm HDPE PE100PN6
65
-
-
110 mm HDPE PE100PN6
178
-
-
125 mm HDPE PE100PN6
463
-
-
140 mm HDPE PE100PN6
488
-
-
160 mm HDPE PE100PN6
242
-
-
180 mm HDPE PE100PN6
875
-
-
200 mm HDPE PE100PN6
158
-
-
280 mm HDPE PE100PN6
1
-
-
315 mm HDPE PE100PN6
55
-
-
Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes. - Pumping Main - 100mm diameter
1230
-
-
150mm diameter
5898
-
-
200mm diameter
525
-
-
250mm diameter
260
-
-
300mm diameter
3385
-
-
350mm diameter
172
-
-
Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete for the following diametres of pipes - Distribution System - 90 mm HDPE PE100PN6
3263
-
-
110 mm HDPE PE100PN6
8897
-
-
125 mm HDPE PE100PN6
2779
-
-
140 mm HDPE PE100PN6
2928
-
-
160 mm HDPE PE100PN6
1451
-
-
180 mm HDPE PE100PN6
5252
-
-
200 mm HDPE PE100PN6
948
-
-
280 mm HDPE PE100PN6
16
-
-
315 mm HDPE PE100PN6
329
-
-
Barricading 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 Department engineers.
22399.8
-
-
Construction of Thrust blocks using M20 grade Concrete using 20 mm Blue granite jelly for plain cement concrete, including necessary excavation,sand filling, M20 grade concrete and shuutering charges for all the sides and providing skin reinforcement for all sides using 12mm @200 mm c/c asperdrawing etc all complete ( The rate is inclusive of cost of reinforcement rods ) Pumping Main - 150mm - 90 Deg D/S Bend
8
-
-
150mm - 45 Deg D/S Bend
15
-
-
150mm - 22 1/2 Deg D/S Bend
30
-
-
200mm - 90 Deg D/S Bend
2
-
-
200mm - 45 Deg D/S Bend
3
-
-
200mm - 22 1/2 Deg D/S Bend
4
-
-
250mm - 90 Deg D/S Bend
1
-
-
250mm - 45 Deg D/S Bend
4
-
-
250mm - 22 1/2 Deg D/S Bend
4
-
-
300mm - 90 Deg D/S Bend
8
-
-
300mm - 45 Deg D/S Bend
15
-
-
300mm - 22 1/2 Deg D/S Bend
30
-
-
350mm - 90 Deg D/S Bend
1
-
-
350mm - 45 Deg D/S Bend
1
-
-
350mm - 22 1/2 Deg D/S Bend
2
-
-
DI Flow rate Limit control Valve (PN10/16) with the function to limit the flow rate to a set point. In case the downstream demand increases beyond the set limit, the valve closes down to bring the flow back to set limit. The valve shall have an orifice plate and the orifice diameter is designed based on the set point as per the requirement and installed downstream of the control valve.“Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Flow rate Limit Control valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270. (EP-P)/ WRAS & NSF.” Pilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1, orifice plate shall be as per the set point of flow rate and all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16 Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/ speed control device should be provided to vary opening speed of the main diaphragm with self-cleaning filter to avoid possibility of dirt build up inside the control tubing. Pumping Main- 100 mm diameter
5
-
-
150mm Diameter
2
-
-
SI NO12.14.6 DI Pressure Reducing and Flow Limit Control Valve (PN10/16) with the function to reduce higher upstream pressure into a preset lower downstream pressure and to not allow flow rate in the line to exceed beyond the defined set point. The flow orifice diameter is designed based on the set point as per the design requirement. The set point can be changed to a maximum of +10%. “Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Pressure Reducing and flow limit control valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. 2 pressure gauges for operator-friendly control to determine the actual inlet and outlet pressure connected directly to the valve. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270.(EP-P)/ WRAS & NSF.”Pilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1 and Stainless steel 316 orifice plate shall be as per the set point of flow rate, all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16, Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/ speed control device should be provided to vary opening speed of the main diaphragm with self- cleaning filter to avoid possibility of dirt build up inside the control tubing Distribution System 80mm
15
-
-
100mm
2
-
-
150mm
7
-
-
300mm
1
-
-
Rates for Trenchless Technology for pipe Laying Work in Railway / NHIS / SH / NH Crossings - Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), upto 5m depth in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 20 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 5m excluding the cost of MS pipes. For 300mm dia MS encasing pipe for various thickness
70
-
-
Distribution System - Labour for cutting open raod for laying water mains or sewer -Distribution System
1862.14
-
-
Construction of chamber for sluice valve & scour valve using second class chamber bricks in cement mortar 1:4 and necessary plastering with cement mortar 1:3 for 12 mm both inside and outside, precast concrete covers as per drawing , as per IS specifications and as directed by the engineers for the following sizes in metres,as per drawing.Distribution System - Valve pit of Size - 4.0 m x 2.0 m
64
-
-
ELECTRICAL - Supply and Delivry of Vertical type water / Oil lubricated statically dynamically hydraulically balanced turbine pump capable of discharging the following duty condition as given below due to all causes with surface discharge head confirming to IS 1710 and as amended as on date with accessories as per IS 5120/1977 (Reaffirmed 2011) adn as amended thereafter to suit the site condition. The Speed no of stages, sizes of column pipes and line shaft indicated is based on site condition prevailing during investigation. The Pump should be supplied with non reversible rechet pin housing safety clutch suction strainer etc. The pump bowl assembly shall be with bronze impeller running at 1450 rpm. The pump includes suitable head shaft suitable 1.5 metre long SS line shaft required nos to suti the well depth rubber line shaft bearing of required Nos C.I bearing retainer of required Nos 100 litre HDPE pre lubricating tank with 20 mm PVC Rigid pipe connection along with GM gate valves, Suitable ERW Column pipe of each 1.5 m ling of required Nos to suit the well depth suction bell mouth of suitable size M.S Clamps Suitable for column Pipeline Shaft 2 set and spanner -14 set etc - 5110 lpm against a total head of 75m
2
-
-
Supply and delivery of vertical Hollow/Solid shaft Squirrel cage induction motor (IS 325) suitable for the above pump continuous rated TEFC/SPDP type with Class ‘F’ insulation for operation in AC, three Phase/50 HZ (±5%), 415V (±10%) running with a speed of pump noted above and with inbuilt thrust bearing assembly capable of taking up the entire load and non - reverse ratchet assembly etc., complete. The motor rating noted above is the minimum and shall be such that it should never be over loaded when the pump works at MWL condition and shall be 10% over and above the maximum HP absorbed by the pump. The motor offered should be energy efficient to have maximum efficiency at high power factor. Separate thrust bearing assembly could also be supplied to take up the down load.
2
-
-
Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. 2600lpm against a total head of 25 m
2
-
-
2600lpm against a total head of 20 m
2
-
-
Supply and delivery of floor mounted type FCMA Air/ Oil Cooled soft starter suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) including line contactors suitable for next standard higher KW rating, Over load relay, instrument panel with frequency meter, Ammeter, Voltmeter, indicating lamp 6Nos, LED ON/OFF type and Start /Stop push button.150HP or Suitable
2
-
-
Supply 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 Phase/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, Single phasing 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). - 25 HP or Suibale
2
-
-
20 HP or Suibale
2
-
-
Supply delivery erection testing and commissioning of following sizes of power shunt capacitor for power factor improvement suitable to operate on 415V, 3Ph, 50Hz A/C Supply on suitable angle iron frame works( 37.5mm x 37.5 mmx 6.24 mm) at a height of 0.25m from the ground including earthing and incidental civil works etc complete - 45 kVAR
2
-
-
8 kVAR
2
-
-
6 kVAR
2
-
-
Supply and fixing of following capacity Triple Pole fuse carrier in MS Sheet Steel encloure with provision for accommodating the TNEB meter including earthing etc complete as per TANGEDCO Which includes LT meter panel board 400 Amps
1
-
-
Supplying and fixing of following capacity Triple Pole SFU with fuses on suitable angle iron frame with earth connection only - 400 Amps
1
-
-
Supply, delivery, erection, testing and commiossioning of floor mounted M.V.panel(SCADA Compatible) with aluminium bus bars and consisting of required quantities of the following accessories with necessary interconnections between busbars, switches and trunking box, measuring instruments such as voltmeters,ammeters with selectorswitches, energy meter,phase indicating lamps, Mechanical Interlock, etc., complete with incidental civil works and comprising of following and as per specifications & drawings; The panel shall be powder coated as per specification. Capacity of M.V. Panel - 630 Amps - 630 A FP MCCB 25 kA (incomer) - 2 Nos
2
-
-
400 A TPN MCCB 10KA - 2 Nos for Pumps
2
-
-
63 A TPN MCCB 10KA - 4 Nos for Pumps
4
-
-
32 A TP MCB 10KA for Spare
1
-
-
250 A TP MCCB 10KA - 2 Nos for Pump Cap
2
-
-
32 A TP MCCB 10KA - 4 Nos for Pump Cap
4
-
-
32 A TPN MCCB 10KA (for LDB, PLC & Spare - 3 Nos)
3
-
-
Supplying and laying following LTUG cables in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed. 2 Runs Each DO - 3 ½ core 240 sq.mm. for PS(Incomer)
100
-
-
DO - 3.5 core 95 sq.mm - Panel to Starter (PS) - Sump-2R
120
-
-
DO - 3 core 50 sq.mm - Starter to Motor - Sump-2R
200
-
-
DO - 4 core 4 sq.mm - Panel to Starter (PS)
120
-
-
DO - 3 core 4 sq.mm - Starter to Motor
1400
-
-
DO - 4 core 4 sq.mm. for Aux.supply
50
-
-
Supplying and fixing of cable gland and termination with Aluminium cable lugs for following PVC UG cable and with earth connection DO - 3 ½ core 240 sq.mm.
16
-
-
DO - 3 ½ core 95 sq.mm.
20
-
-
DO - 3 core 50 sq.mm
20
-
-
DO - 3 core 4 sq.mm
24
-
-
DO - 4 core 4 sq.mm
10
-
-
Supply, delivery and erection of Three Phase 4 way 32 Amps, 10kA LDB with the following:1 No of 40 A FP isolator for incoming supply3 Nos. of 16A, DP RCCB3 Nos. of 16A, SP MCB1 No of 16A, DP MCB3 Nos of 6A, DP MCBin sheet steel enclosure fitted with busbars and neutral links and suitable angle iron frame works with provision for earthing etc. complete.
1
-
-
Run of 2 of 2.5 sq mm PVC unsheathed copper single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket.
150
-
-
Wiring with 2.5 sq mm PVC insulated single core copper cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire. Light points
8
-
-
Fan Points
1
-
-
Supply and installation of 240 V - 1 x 20 W LED TL fitting box type with enamelled reflector complete with all accessories - choke, starter, tube, etc. suitable for wall mounting or roof mounting on conduit tube.
4
-
-
Supplying and fixing of 18" sweep AC exhaust fan complete including providing necessary opening in the wall.
1
-
-
Supply and fixing of 48" sweep AC ceiling fan complete with regulator with lm down rod (stem pipe) including supplying and fixing of fan clamp with side plates and cross arms
1
-
-
Earthing as per ISI specifications with necessary masonary work.
3
-
-
Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipment. 40 x 6 mm GI Flat
150
-
-
Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipment .25 x 6 mm GI Flat
50
-
-
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto 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 preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. Above 120HP to 150HP
2
-
-
20HP to 30HP
4
-
-
Supply and delivery of 11 KV/433 Volts, 22 KV/433 Volts, three Phase 50 HZ double wound oil immersed natural air cooled, core type continous rating, outdoor distribution power transformer with copper winding for voltage ratio 22-11 KV/433 volts between phases with neutral brought out at LV side. The transfer shall be contained in a mild steel plain & radiator cooled tank, conforming to IS 1180 (Part I) of 2014 with off-load tap switch for ±10% on L.V side and ±5 % on H.V.side. The transformer shall be supplied with first filling of oil and consisting of all the fittings and accessories such as Inspection cover,Oil level indicator with minimum and filling level markings, Externally operated off circuit tap changing switch with locking device & keys, H.V. Terminals- Bushings, L.V. Terminals cable box Rating plate, Two earthing terminals, Two lifting hooks etc complete as per IS 1180 (Part I) of 2014 and as amended thereafter 160KVA
1
-
-
Supply, Laying and Jointing of HT cable -XLPE insulated Armoured Aluminium Conductor Cable. - 3C X 185 sqmm
60
-
-
11KV HT Cables Jointing( including termination kit) - 3C X 185 sq.mm
7
-
-
Supply, conveying and fixing CI specials as per the latest revision of IS 1538 including with ISI markings on it including earthwork excavation, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc. 300 x 300mm Flange tee
2
-
-
250 x 300mm Taper
2
-
-
200 x 250mm Taper
4
-
-
250 x 250mm Flange tee
4
-
-
250 mm dia CI blank flange
2
-
-
300 mm dia CI blank flange
1
-
-
Supply, conveying and fixing following CI pipes as per latest revision of IS 1536 with ISI markings on it excluding earthwork excavation 300 mm D/F C.I cut pipe - 0.5m long
3
-
-
300 mm D/F C.I cut pipe - 1.0m long
4
-
-
200 mm D/F C.I cut pipe - 0.5m long
12
-
-
200 mm D/F C.I cut pipe - 1.0m long
16
-
-
Supplying, delivery and installation at site, conveying and fixing the CI sluice valves as per IS 14846/2000 PN 1 with ISI marking including loading, transportation charges and stacking etc complete as per specifications 300mm Sluice valve
3
-
-
250mm Sluice valve
4
-
-
Supplying, delivery and installation at site, conveying and fixing the CI D/F NRV as per IS 5312/Part I /84 with Bye-pass arrangements with ISI marking including loading, transportation charges and stacking etc complete as per specifications 300mm NRV
2
-
-
250mm NRV
4
-
-
Supplying, delivery and installation at site, conveying and fixing the CI double air valve as per IS14845/2000 with ISI marking including loading, transportation charges and stacking etc complete as per specifications 50mm Double Air valve
3
-
-
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