Tamil Nadu Small Industries Development Corporation Limited Tender
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Tamil Nadu Small Industries Development Corporation Limited - TANSIDCO Tender
Housekeeping Services
Eprocure
Opening Date7 Feb 2024
Closing Date13 Feb 2024
Tender Amount₹ 3,26,61,981
Costs
EMD
₹ 1,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_TANSI_420567_1Bid Award Id
ViewTender No
5600(TN-8)/SE/DB/2023 - 2Tender Authority
Tamil Nadu Small Industries Development Corporation Limited ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
Tindivanam External Sanitary
BOQ Items
Below G.L from 3.00m to 4.00m depth
488
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Earth work excavation for foundation in Medium Rock and Dense Medium Rock (MR & DMR) not requiring blasting to the required depth as may be directed except hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, well rammed, consolidated and depositing on bank with an initial lead of 10 metres and clearing, levelling the site etc., complete.
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Below G.L from 3.00m to 4.00m depth
118
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Below G.L from 4.00m to 5.00m depth
101
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Below G.L from 5.00m to 6.00m depth
18
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Below G.L from 6.00m to 7.00m depth
14
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Shoring & strutting the sides of trench when depth of excavation exceeds 2m in all types of soils except SDR, DMR & HR including cost of materials and labour charges for installation & removal of silver oak planks & country wood scantlings etc. complete and as directed by the Engineer-in-Charge.
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Upto 2.50m depth
6700
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From 2.50m to 4.25m depth
2081
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From 4.25m to 6.00m depth
78
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Conveyance the Surplus Earth to the places shown by the Engineer incharge including loading into lorries, conveying unloading from lorries and spreading in places indicated as instructed by the Engineer incharge with a lead of 1 to 2 km etc., complete.
791
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Supplying and delivery of 200mm dia. Un Plasticized Non - Pressure Polyvinyl Chloride (PVC- U) Pipes for use in underground drainage and sewerage systems as per IS 15328/2003
2671
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Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.
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200mm DWC pipes of SN8 Class
141
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250mm DWC pipes of SN8 Class
679
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300mm DWC pipes of SN8 Class
484
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Lowering PVC / DWC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste as directed by the Engineer in Charge.
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200mm PVCU pipes - 0 to 2m depth
2315
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200mm PVCU pipes - 2 to 4m depth
170
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200mm DWC pipes - 2 to 4m depth
134
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250mm DWC pipes - 2 to 4m depth
646
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300mm DWC pipes - 2 to 4m depth
252
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300mm DWC pipes - 4 to 6m depth
210
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RCC Manholes - Construction of R.C.C manholes by using SR Cement at various depths including earthwork excavation in Hard stiff clay, stiff black cotton etc., laying cement concrete in C.M.1:4:8 using 40mm B.G.jelly for foundation, RCC M 30 GRADE for side wall and base slab, fabrication, placing reinforcement and shoring & strutting charges for depths above 2m from G.L, providing PVC encapsulated steps, FRC MH frame and cover, benching and channelling with PCC 1:2:4 using 20mm HBS, refilling, etc., complete for different depths for each manhole.
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Up to 1.00 m
65
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1.00m - 1.50 m
49
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1.50m - 2.50m
15
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2.50m - 3.50m
23
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3.50m - 4.50m
16
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4.50m - 5.00m
3
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Supply, delivery and fixing of Stoneware Pipes and specials & C.I specials as per IS encased in PCC 1:3:6 using Cement and 20mm Hard Broken Stone for drops connecting manholes including centering the pipes and specials etc., complete and as directed by Engineer.
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200mm CI - 0.60m to 1.00m
8
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200mm CI - 1.00m to 2.00m
12
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200mm CI - 2.00m to 3.00m
4
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200mm CI - 3.00m to 4.00m
8
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Plain Cement Concrete 1:2:4 (One cement, two of M Sand and four of coarse aggregate) using 20mm gauge hard broken stone jelly for bedding inclusive of dewatering if found necessary, shoring, strutting, side shuttering, ramming, curing and laid in layers not more than 15cm thick etc., complete complying with standard specification. (As per TNBP No. 28)
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Below GL upto 1.50m depth
151
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Below GL from 1.50m to 4.50m depth
149
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Below GL from 4.50m to 9.00m depth
14
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Providing dewatering arrangements wherever necessary, using 5HP Diesel Pumps for hiring etc. complete and as directed by the departmental officers.
750
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Labour for cutting open BT Road surface for laying sewers
1
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Road restoration with cement concrete 1:4:8 - 10 cm thick using 40 mm HBS metal and cement concrete 1:2:4 - 10 cm thick using 20 mm HBS including cost of all materials laying, curing including earth work excavation for a depth of 40cm etc. complete and as directed by the departmental officers.
1
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Supply and fixing of Ventilating shaft as directed by TANSIDCO Officers and as per norms.
8
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Removing hard rock by wedging, chiselling and trimming to proper shape where blasting is prohibited.
-
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Fifth depth of 1 m
5
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Sixth depth of 1 m
18
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Seventh depth of 1 m
7
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Plain Cement Concrete 1:4:8 (One cement, four of M Sand and eight of coarse aggregate) using 40mm gauge hard broken stone jelly for foundation inclusive of dewatering if found necessary, shoring, strutting, side shuttering, ramming, curing and laid in layers not more than 15cm thick etc., complete complying with standard specification. (As per TNBP No. 28)
3
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Ready Mixed Cement Concrete of M30 grade including pumping at all floors with minimum cement content of 400 kg per cubic meter of ordinary portland cement with 100mm slump using HRWRA Ad-mix, M Sand,12mm and 20mm gauge HB stone jelly for all RCC items of works excluding centering, shuttering and also cost of reinforcement grill in position but including laying, curing and finishing etc., complete and also fixing fixtures like fan clamps in the RCC floor / roof slab wherever necessary etc., complete complying with standard specifications and as directed by the departmental officers.
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Above GL upto 1.50m height
4
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Below GL upto 1.50m depth
6
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Below GL from 1.50m to 4.50m depth
11
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Below GL from 4.50m to 9.00m depth
15
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Supplying and erecting Centering for sides and soffits for curved surfaces including supports and strutting such as RCC slabs, rectangular beams 'T' or 'L' beams, lintels, bed blocks, staircase, waist and landing slabs, landing beams, canopy etc. with all cross bracings using silver oak (country wood) joists of size 10cm x 6.5cm spaced at about 90cm centre to centre supported by casurina post of 10cm to 13cm dia spaced at 75cm centre to centre etc. complete. (As per TNBP No. 86 & 86A)
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Above GL upto 3.30m height
75
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Above GL from 3.30m to 4.30m height
24
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Above GL from 4.30m to 5.30m height
24
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Above GL from 5.30m to 6.30m height
24
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Above GL from 6.30m to 7.30m height
24
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Supplying, fabricating and placing Reinforcement Steel of high yeild strength ribbed bar of various diameter and grade confirming to IS1786 of reinforced concrete work. The work including decoiling, straightening, cutting, bending, fabricating and placing in position at all levels and floors including lead and lift according to drawings, specifications, etc complete. Supply and use of 18Gauge black annealed binding wire double fold to tie the bars in position, chairs pins, space bars, unauthorised laps which will not be measured separately neither for payment nor for reconsilation and providing precast cement / pvc cover blocks for main reinforcement to ensure specified cover and as directed. Steel and binding wire will be procured by the contractor at his own cost. (As per TNBP No. 30 & 86)
2.7
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Painting two coats of Cement Paint in addition to one coat of approved White cement including cost of emulsion paint, putty, brushes, watering, curing etc., complete and as directed by TANSIDCO Engineers. (As per TNBP No. 66A)
13
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Providing PVC mould CI Steps (Encapsulated) for Sump
26
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Supply and delivery of size 150mm CI S/S LA Class Pipes as per standard specification
985
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Supply and delivery of following CI specials required as per standard specification
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150mm 900 CI D/S Bend
155
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150mm CI Flg / skt TP
26
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Lowering of 150mm CI S/S LA Class Pipes in the trenches and laying to proper grade and alignment and as directed by TANSIDCO Officers.
985
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Tyton Jointing the 150mm CI S/S LA Class Pipes with Rubber rings / rubber insertion to the required specifications with MS bolts and nuts etc complete and testing the pipes with required pressure with water (including cost of Jointing materials)
179
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Testing of 150mm CI S/S LA Class Pipes with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure inconvenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidential and operational charges etc., complete.
985
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Supply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump , wear resistance with submersible motor for the various duty conditions. Pump shall be capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pump shall be of robust construction, Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of Non-clog semi open type , single vane / multi vane preferably contra bloc or vortex impeller design. Double mechanical seal with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor shall be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. The bearings life shall be minimum 100,000 hrs of operation with greased for life. Pump should be provided with automatic coupling device including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance.
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Pump shall be provided with a stainless steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be of 9600 rpm for high duty pumps and 960/1450 rpm for low duty pumpsets. Casing and impeller should be of CI Gr. FG 260 :IS210 more preferably with hardened impeller.Shaft should be of stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V(+or– 10%), 50Hz(+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor shall not exceed 200% of rated full load current for Star / Delta or ATS starting under any circumstances .The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation.
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The motor vibration shall be within the limit specified in applicable standards . Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Insulation class shall be of “Class H” and degree of protection shall be of IP 68 as per IS 4691. Motor shall be suitable for continuous operation in fully submerged or partially submerged condition.The pumpset shall be supplied with power cable of PVC insulated and PVC sheathed, copper, flexible, round type with required conductor size and number of cores as per starting method and of specified length for continuous use under water and air. The control cable of PVC insulated, PVC sheathed, flexible for stator winding temperature sensor 3core x 1.5 sq.mm copper conductor and for bimetallic switches 2core x 1.5 sqmm copper conductor shall be provided.
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Motor shall be supplied with 10m of round submersible copper cable of suitable size. The non clog submersible pumpset shall be provided with suitable starter control panel having all protections.
3 HP with Duty 20.82 Cum / Hr against 22m Head (347 Lpm x 22 m) Head with standbye for 20 to 100 Cum/Hr.
3
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Supply and delivery of CI / GI / HDPE pipes & specials suitable as per relevent IS for Wells / Sump etc., for 3HP pumpset erection.
1
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Labour charges for the erection of 3 HP 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.
3
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Providing Mixed Di-Electric Capacitor including Banking with TNEB test certificate with accessories Conforming to IS 2834.
5
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