Directorate Of Town Panchayats Tender
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Directorate Of Town Panchayats Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Nov 2024
Closing Soon29 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 3,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Cgf 2024-2025 Gopalasamudram Town Panchayat
Description
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Contact
Tender Id
2024_DTP_503015_1Tender No
258/2024Tender Authority
Directorate Of Town Panchayats ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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
360.38
-
-
Plain Cement Concrete 1:5:3 Mix (one part cement, two part sand and four part of aggrigate) using 20mm 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
5.93
-
-
Providing and laying in position, Standardised Concrete Mix M-25 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 content of 400 kg/mᶾ and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). (Upto 1.50 m depth below G.L.)
15.88
-
-
Above 1.50 m upto 4.50 m depth below G.L.
11.31
-
-
Upto 4.50 m height above G.L.
2.19
-
-
Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings,pintol blocks, plinth beam, staircase steps, critical steps, critical piers,etc.,using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size25x25x3mm for boarding laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc.,complete.
Upto 3.30 m below & Upto 3.30 m GL Curved surface
131.14
-
-
Plane surface (For Footing side)
53.65
-
-
Circular column
0.53
-
-
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.
Pump Room,Sump
34.61
-
-
Brick work in CM 1:5 (one cement and five sand) using country bricks for steining of 45 cm thick for infiltration well including ,curing, etc., complete and as directed by Department Officers.
16.39
-
-
Ceiling Plastering for RCC slab and beams in CM 1:3 - 10 mm thick including hacking and curing etc complete.
9
-
-
Plastering with Cement mortar 1:5, 12mm thick including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.
96.81
-
-
Painting 2 coats with approved cement paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete.
119.87
-
-
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
44.15
-
-
Weathering course with surki concrete by using broken brick jelly 20mm size in pure slaked lime over RCC roof slab, the proportion (being 32:12.5) for required depth of 80mm for giving required slope and thickness to roof as required, well beaten with wooden beaters, including cost of all materials, labour charges,curing etc., complete and as directed by TWAD Board Officers.
1.07
-
-
Finishing with one course of hydraulic machine pressed tiles of size 20cm x 20cm x 2cm of approved quality using CM 1:3 mixed with crude oil 10% by weight of cement and pointed with same oiled mortor including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.
13.4
-
-
Supply ,delivery and fixing of RCC inside Access ladder of size 0.10x0.15x4.14m with steps of size 0.15x0.05x0.45m at an interval of 0.3m c/c using M30 concrete and RTS reinforcement with main rod of 10mm 4 nos. for Rib and 8mm stirrups at 0.15m c/c and with main rod of 8mm 2 nos. for each step with 8mm distributer at 0.1m c/c including cost of all materials , moulding charges, all labour charges finishing curing etc.. complete as directed by TWAD Board officers. For storage depth of 3.00m
1
-
-
Supply, Delivery and fixing of Outside MS Ladder of 45cm clear wide made out of 50mmx50mmx6mm MS angle for sides and steps in 16mm plain rods fixed at 30cm c/c welded, jointed etc, and as directed by TWAD Board officers.
1
-
-
Supplying and fixing in position of 0.60 x 0.60 m size water tight C.I. Manhole frame with cover of approved pattern at the roof slab including the cost of men & materials complying with standard specification and as directed by the TWAD board officers.
2
-
-
Refilling the foundation with excavated earth (other than sand) including watering, ramming, consolidating etc. complete complying with standard specification and as directed by the TWAD Board Officers.
7.42
-
-
Providing cut stone 0.45X0.45 X 0.15 m set in CM 1:3 mix below inlet pipe including the cost of men & materials complying with standard specification and as directed by the TWAD Board Officers.
0.03
-
-
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.
Doors - Fully Panelled Double Leaf
1
-
-
Windows - Fully Panelled Double Leaf
1
-
-
PUMPSETS
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. 900 lpm x 30 m
4
-
-
1750 lpm x 40 m
2
-
-
Supply and delivery of DI electric Capacitor KVAR with TNEB test certificate with acceessories confirm to IS 2834 and rate is inclusive of banking charges such as providing of copper bus bars with provision of adding at least 2 capacitors at later date, cable entry box , fabricating chargese P.NO.129/SoR19-20 , Item No.15 The rates are basic rates with inclusive of handling charges
5 KVAR for 5 HP motor
4
-
-
11 KVAR for 15 HP motor
2
-
-
PANEL BOARD
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).
Infiltration well
6
-
-
INCOMING
i)250 Amps, 3 phase 4pole MCCBwith over /under voltage release and short circut release to control the incoming supply to the bus bar in the cubical board from the E.B.supply point. - (1 No Spare)
Supply, Delivery and Fixing of the following items for obtaining Service Connection from E.B.Pole.
150 mm GI SERVICE PIPE to a length of 3m
9
-
-
150mm GI bend-3Nos
9
-
-
150mm GI Coupling-3Nos
9
-
-
Twin CI Earthing as per IS 3043/1987 and I.E. rules including Earth pit (2 pits) with RCC slab and other civil works complete (upto 25 HP)
2
-
-
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
5 HP pumpset
4
-
-
15.00 HP pumpset
2
-
-
Supply and delivery of CI D/F sluice valve with cap wheel as pe IS 14846/2000 PN 1.0 with ISI marking . The rates are inclusive of transportation charges, etc., 100 mm sluice valve - for 100mm main
4
-
-
200 mm sluice valve - for 200mm main
2
-
-
Supply and delivery of CI D/F 300mm Non return valve wafer type ( dual plate check valve) to be used in pump houses confirming to IS 100mm Non return valve - for 100mm main
4
-
-
200 mm Non return valve - for 200mm main
2
-
-
Supply and delivery of following CI pipe and spls. IS 1538/1993 , IS 7181/1986 & IS 1537/1996 Delivery pipe -Upto 200mm CI D/F spls
1872.8
-
-
Upto 300mm CI D/F spls
936.4
-
-
Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to the required specification with M.S. bolts and nuts complete (including cost of jointing materials) 100mm
4
-
-
200mm
2
-
-
PUMPING MAIN
Drilling of borewells of size 4" to 5" dia. in Sedimentary formation using hand boresets including insertion casing pipes and removal of casing pipes etc., including supplying and packing of pebbles and conveyance of hand Boreset including loading and unloading
336
-
-
Supply and fixing of PVC PipeAS PER IS 1239/PART I/2004 110mm dia
336
-
-
supply and fixing of MS Clamp set
28
-
-
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. Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B 100mm DI Class K7,DI D/F
4580
-
-
Supply and delivery of following sizes of DI K7 Class s/s pipes as per IS: 8329 / 2000, at the site of work etc., complete and as directed by Engineer in charge. 100mm DI Class K7
4440
-
-
100mm DI D/F
140
-
-
Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials).
100mm DI Class K7
740
-
-
100mm DI D/F
56
-
-
Cutting the DI pipes true to axis and finishing the ends complete. 100mm DI Class K7
45
-
-
100mm DI D/F
1
-
-
Supply , delivery and fixing of D.I. specials as per IS 9523/2000 at site etc., complete as directed by Engineer in charge.100mm DI Class K7
45.00 Bend
28
-
-
90.00 Bend
270
-
-
Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge
100mm
4030
-
-
Testing of pipes for water supply with hydraulic testing equipment by filling with water (includingcost 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 otherincidential and operational charges etc., complete for the following diametres of pipes.
100mm
4580
-
-
D - SYSTEM
Earth work excavation and depositing on bank with initial 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 Soft Disintegrated Rock, Laterite, soft rock or kankar,
not requiring blasting.
200mm HDPE PN8
600
-
-
180mm HDPE PN8
500
-
-
140mm HDPE PN8
535
-
-
110mm HDPE PN8
1100
-
-
90mm HDPE PN8
6116
-
-
Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 200mm HDPE PN8
600
-
-
180mm HDPE PN8
500
-
-
140mm HDPE PN8
535
-
-
110mm HDPE PN8
1100
-
-
90mm HDPE PN8
6116
-
-
Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers 200mm HDPE PN8
600
-
-
180mm HDPE PN8
500
-
-
140mm HDPE PN8
535
-
-
110mm HDPE PN8
1100
-
-
90mm HDPE PN8
6116
-
-
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 TWAD Board Officers
200mm HDPE PN8
100
-
-
180mm HDPE PN8
83
-
-
140mm HDPE PN8
89
-
-
110mm HDPE PN8
44
-
-
90mm HDPE PN8
122
-
-
Supply, delivery of HDPE Specials As Per IS 1736-1995 including unloading, transportation and stacking charges. Specials for HDPE pipes as per IS 8360/1977/Part 1(Reaffirmed 1992) Part II and III(Reaffirmed 2002). Reaffirmed to IS 4984-2016 conveyance to work site etc., complete as directed by the Engineer in charge
Equal tees 200mm HDPE PN8
2
-
-
180mm HDPE PN8
1
-
-
140mm HDPE PN8
3
-
-
110mm HDPE PN8
3
-
-
90mm HDPE PN8
13
-
-
90 Degree Bends - 200mm HDPE PN8
1
-
-
180mm HDPE PN8
1
-
-
140mm HDPE PN8
1
-
-
110mm HDPE PN8
2
-
-
90mm HDPE PN8
9
-
-
Barricading 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.
4503
-
-
Refilling the trenches with excavated earth (other than sand) in layers and watering, ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge 200mm HDPE PN8
600
-
-
180mm HDPE PN8
500
-
-
140mm HDPE PN8
535
-
-
110mm HDPE PN8
1100
-
-
90mm HDPE PN8
6116
-
-
Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by the Engineer in charge.
125.14
-
-
Labour charges for cutting of B.T road or WBM roads for laying of mains and as directed by Engineer in charge.
B.T Road
360
-
-
Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. (TWAD SOR 2024-2025, Pg 57)
200mm DI sluice Valve
1
-
-
180mm DI sluice Valve
1
-
-
140mm DI sluice Valve
1
-
-
110mm DI sluice Valve
1
-
-
90mm DI sluice Valve
1
-
-
Supply, delivery to site, fixing & Commisioning of CI Scour valve to pressure rating PN1.0 with ISI mark with 5 Years warranty, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes. (TWAD SOR 2024-2025, Pg 57)
150mm DI Scour Valve
1
-
-
100mm DI Scour Valve
1
-
-
80mm DI Scour Valve
1
-
-
80mm DI Scour Valve
1
-
-
Supply delivery to site, fixing & Commisioning of sluice valve PN 1.6 rating with Double orifice Air valves as per IS 14846/2000 specifications including loading and unloading at site, transporting charges taxes and duties etc., as directed by the engineers of the following sizes. (TWAD SOR 2024-2025, Pg 59)
50mm Double Air Valve
5
-
-
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.
1.65m x 1.65m
11
-
-
Testing of pipes for water supply with hydraulic testing equipment by filling with water (includingcost 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 otherincidential and operational charges etc., complete for the following diametres of pipes. 200mm dia HDPE
600
-
-
180mm dia HDPE
500
-
-
140mm dia HDPE
535
-
-
110mm dia HDPE
1100
-
-
90mm dia HDPE
6116
-
-
Supply and Pushing of MS casing pipe with Internal & External epoxy coating 406 micr. per metre of following specified diameter and thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of achineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber suddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer
219.1x2.6
20
-
-
Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 x 25 3 mm for ring laid over silver oak joists of size 10 x 6.5 cm space at 10 xcm c/c and supportedby casurino props 10 - 13 cm spaced at 75 cm c/c etc. complete and as directed by the Engineer i/c.
3.2
-
-
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