Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date15 Nov 2024
Closing Soon25 Nov 2024
Tender Amount₹ 7,80,30,000
Costs
EMD
₹ 4,02,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Rehabilitation And Improvement Works To Memaluranicut
Description
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Contact
Tender Id
2024_WRD_501562_1Tender No
SECONDCALL 07/VBC/CUD/24-25/dt.12.11.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with a lead of4 Km deploying earth moving Machineries and tippers including benching, formation of bunds, breaking clods, sectioning with extra watering and consolidation by power roller and including hire charge etc., complete complying with standard specifications and as directed by the departmental officers.
145900
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Regrading the river bed including jungle clearance deploying the heavy machinery like dozer on use hour basis including cost of hire charges, fuel, labour etc, complete complying with standard specifications and as directed by the departmental officers
284
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-
Earth Work Excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers. (Narrow excavation)
1307.98
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Earth Work Excavation for foundation in all soils and sub soils and to full depth as may be directed by the Departmental Officers except hard rock requiring blasting including shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated soil in layers not exceeding 15 cm thick, well rammed and consolidated and depositing including all initial leads and initial lifts, etc., complete complying with standard specifications and as directed by the departmental officers. (Open excavation)
1900.8
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Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete complying with standrad specificaations and as directed by the departmental officers. (Having width up to 3m)
17400
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-
Providing and placing in position of plain cement concrete M 10 grade using M.sand and graded hard blue granite broken stone jelly of 40 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers
1153.12
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-
Providing and placing in position of plain cement concrete M 15 using M. Sand and hard blue granite broken stone jelly of size 20 mm mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers.
-
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For works upto 1.50 m depth below ground level and upto 1.0 m height above ground level
772.75
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For works above 1.50 m to 4.50 m below ground level
10
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-
For works above 1.0 m to 4.50 m height above ground level
336
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-
Providing and placing in position of plain cement concrete M 15 using M. Sand graded hard blue granite broken stone jelly of size 60% of 40 mm size and 40% of 20 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick, compacting, consolidation by using vibrators, finishing, watering, curing etc. complete complying with standard specifications and as directed by the departmental officers
-
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-
For works upto 1.50 m depth below ground level and upto 1.0 m height above ground level
552.3
-
-
For works above 1.50 m to 4.50 m below ground level
282.3
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-
For works above 1.0 m to 4.50 m height above ground level
187
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-
Providing and placing in position of Reinforced Cement Concrete M 20 using hard blue granite broken stone jelly of 20 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick excluding form works, centring, shuttering and steel fabrications compacting, consolidation by using vibrators, finishing, watering, curing, etc complete complying with standard specifications and as directed by the departmental officers
-
-
-
For works upto 1.50 m depth below ground level and upto 1.0 m height above ground level
484.85
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-
For works above 1.0 m to 4.50 m height above ground level
1.15
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-
Supplying and laying of Ready Mix for M 25 grade of concrete having charaterstic strength not less than specified in the IS 456 - 2000 using Ordinary portland cement with minimum cement content of 300 Kg / cum confirming to IS 8112. Coarse aggregates having a specific gravity of 2.60 using 20 mm down graded hard blue granite broken stone jelly and fine aggregate without flyash as per IS 383 - 1970 ( 2007 ) with suitable water cement ratio not less than 0.45 and not exceeding 0.50 of water quality confirming to IS 456 - 2000 including use of plasticizer of approved make & dosage of required grade at all locations and levels with specified high workability as per IS 1199 - 1959 ( 2004 ). The initial & final setting time confirming IS 12269 - 1987 ( 2004 ) with maximum temperature of concrete at the time of placing should not exceed 32 0 C. The admixtures affecting the quality and strength of the concrete should not be used and should confirm IS 9103 - 1979 [ usual admixture - Air entraining & water reducing ]. ges as per IS 456 - 2000, 4031 - ( Part 3 & 6 ) / 1988 ( 2005 ) & ( Part 2 ) / 1999 ( 2004 ) and 516 / 1959 ( 2004 ), 4926 - 1976 ( 1990 ), mix design details to be got approved before commencement of the work adopting pour card system and other OK cards. Excluding the cost of form works, centering and shuttering placed in position etc, complete complying with standard specifications and as directed by the departmental officers. (RCC work)
21.05
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Providing launching apron using new jeddy stone of size not less than 300 mm thick and weight not less than 40 Kg including the cost of new wedges for filling the gaps, finishing etc complete complying with standard specifications and as directed by the departmental officers
2.6
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-
Supplying and filling with clean river sand in layers of not more than 15 cm thick, well watered, rammed and consolidated etc., complete complying with standard specifications and as directed by the departmental officers
0.8
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-
Supplying and laying with graded hard blue granite broken stone jelly of varying of size from 80 mm, 63 mm, 50 mm, 40 mm, 25 mm, 20 mm, 12 mm and 10 mm in equal proportions for formation of filter drains and filter bed as shown in drawing etc complete complying with standard specifications and as directed by the departmental officers
1
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-
Gravel backing for apron / revetment / retaining wall in layers not exceeding 15 Cm thick including stacking for premeasurement, watering, consolidation and trimming the top surface so as to receive the rough stones, etc complete complying with standard specifications and as directed by the departmental officers
720.5
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-
Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc for following height height with necessary supports, all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 7.50 cm x 5cm spaced @ about 90 cm C / C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C / C, etc., complete complying with standard specifications and as directed by the departmental officers (Vertical Centering)
-
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-
Upto 0.90 m Height
863.57
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Upto 1.80 m height
420.2
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Upto 2.70m / 3.00 m Height
4339.7
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3.00 to 4.00 M Height
119.1
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-
Supplying and erecting centering for vertical plain / RCC concrete walls of supply channel, retaining wall etc for following height height with necessary supports, all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 7.50 cm x 5cm spaced @ about 90 cm C / C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C / C, etc., complete complying with standard specifications and as directed by the departmental officers. (Vertical Curved Centering)
-
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-
Upto 0.90 m Height
16
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-
Upto 2.70m / 3.00 m Height
63
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-
3.00 to 4.00 M Height
6
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-
Supplying and erecting centering for sides and soffits and strutting for plane surfaces such as RCC works etc, with all cross bracing with mild steel size of 90 cm x 60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x 25 mm x 3 mm for bearing laid silver Oak / Country wood joist of size 10 cm x 6.5 cm spaced @ about 90 cm C / C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C / C, and removing the same without any damages etc., complete complying with standard specifications and as directed by the departmental officers. (Horizontal Centering)
18
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-
Supplying, fabricating and placing in position of Mild Steel or Ribbed Tor Steel for all RCC works as per design & drawing given including cost of steel, binding wire and labour charges for cutting, bending, laying in position and tying with binding wire, etc. complete complying with standard specifications and as directed by the departmental officers
283.9
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-
Supplying and placing in position of plain cement concrete blocks of size 1.50x1.50x0.90m of M 15 grade concrete using hard blue granite broken stone jelly of size 20 mm mixing with mixer machine and laying in rows compacting, consolidation by using vibrators, finishing, watering, curing including the cost of erecting and centering including necessary support for plain surfaceses for concrete block of size 1.50 m X 1.50 m X 0.90 m using MS sheets of size 1.50 m X 0.90 m of 10 gauge stiffened with MS angle of size ISS 25 mm X 25 mm X 3 mm supported by MS flats of size 25 mm X 3 mm, conveyance to site with all labour charges etc. complete complying with standard specifications and as directed by the departmental officers
1
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-
Refilling with excavated soil (other than sand ) etc complete complying with standard specifications and as directed by the departmental officers
1101.13
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-
Supplying and laying porous concrete plugs of 1:4 mix ( one cement and four jelly ) using hard blue granite broken stone jelly of size 20 mm for 10 cm dia, 30 cm long including mixing, laying, finishing, curing, etc., complete complying with standard specifications and as directed by the departmental officers (No Fine Concrete)
2.5
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-
Earth work open well excavation complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10
metre in Hard stiff clay, stiff black coton soil, hard red earth, shales, murram, gravel, stoney earth and earth
mixed with small size boulders and hard gravely soil - First depth of 2 metre etc., complete complying with standard specifications and as directed by the departmental officers.
-
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-
Upto 2m
33.6
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-
2m to 4m
42
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-
Drilling of 150 mm bore wells in hard rock areas to the required depth as directed by the departmental officers including labour charges for inserting casing pipes assembly in the drilled holes, if necessary grouting the casing pipe etc., including transportation charges for the rigs and supporting vehicles from one place to another place (the casing pipe has to be supplied by the contractor at the rates noted in a separate item) etc. complete complying with standard specifications and as directed by the departmental officers
10
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-
Supplying and fixing of suitable 75mm dia 6 kg / cm2 PVC pipes etc. complete complying with standard specifications and as directed by the departmental officers.
1
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-
Supplying and fixing of suitable end cap for 160mm dia PVC pipes etc. complete complying with standard specifications and as directed by the departmental officers
1
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-
Supplying and fixing in position of Pre-cast slab of size 1.0 x 0.45 x 0.15 m thick in Reinforced Cement Concrete of M 15 grade using hard blue granite stone jelly of size 20 mm including cost of steel and fabrication (3 Nos 0.90 length and 5 Nos 0.40 m length), cost of Silver Oak wood mould charges, finishing, curing, etc complete complying with standard specifications and as directed by the departmental officers
11
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-
Supplying and erection of special blue slotted pipe of size 160 mm dia,6 Kg best approved quality with ISI mark with necessary PVC coupling etc., complete complying with standard specifications.
10
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-
Supplying and Filling of 40mm HBS jelly including cost and conveyance of meterials to site of work etc. complete complying with standard specifications and as directed by the departmental officers
14
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-
Supplying and fixing the Cement concrete block of size 300 mm X 250 mm X 200 mm of M 15 using hard blue granite broken stone jelly of 20 mm size mixing with mixer machine including the cost and conveyance of all materials to work site, labour charges for fixing the same in position and including all other incidental charges, compacting, consolidation by using vibrators, finishing, watering, curing etc complete complying with standard specifications and as directed by the departmental officers
980
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-
Fabricating, supplying and Erection of Screw Gearing Steel Shutters of size 1.60m x 0.95m consists of Skin plate made out of 8mm thick Mild Steel plateand horizontally stiffened with 100x50mm Mild Steel channel at an interval not more than 0.50m and vertical stiffners made out of same section at an interval not more than 0.60m and provided with 8mm thick Mild Steel gusset plate of required size on both sides fastened with rust free bolts and nuts etc., Conveying the fabricated shutter by using lorries including loading, unloading and leading the shutter to the vent. Dismantling the eroded shutter and shuttering arrangements by using necessary gas cutting equipments. Erecting the new shutter and the shuttering arrangements in the vent in propoer position by using necessary hoisting equipments. The shutter shall be painted with two coats of Anti corrosive black paint over the one coat of Red Oxide primer. The rate including the cost of materials, consumables, labours, power charges, conveyance charges, charges for all equipments required conveying the dismantling material to the section stores, cost of petty civil works, trial operation of shutter and including all taxes and warranty for 5 years etc. complete
0.75
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Fabricating, supplying and erection of Screw Gearing Steel Shutters of size 0.75 x 0.45 m made out of 8mm thick Mild Steel Plate and horizontally stiffened and 65x65x6mm Mild Steel Angle at an interval not more than 0.5m and vertical stiffener made out of same structures at an intervals not more than 0.6m and provided with 8 mm Mild Steel plate for Gusset plate of required size on both sides fastened with rust free bolts and nuts etx. conveying the fabricated shutters by using lories including loading and unloading leading the shutters to the vent. dismantling the eroded shutters and shuttering arrangements by using necessary gas cutting equipments. erection the new shuttering arrangements in the vent in proper position by using necessery hoisting equipments. the shutter shall be painted with two coats of anticorrosive black paint and over one coat of red oxide primer. the rate including cost of materilas, consumables, labours, power charges, coveyence charges, charges for all eqipments required conveying the dismantled materilas to the section stores, cost of petty civil works, trail operations of shutters and warrenty for 5 years etc., complete.
1.7
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Fabricating, Supplying and fixing of Top Beam made up of 150x75mm (ISMB 150) duly drilled to suit the Head Set Assembly with required bed bolt made out of 25mm mild steel round rod duly threaded with suitable anchorage arrangements to a height of 0.60m with necessary Fish plate made out of 12mm mild steel plate of size 0.30 x 0.15m 2Nos with required holes. Conveying and leading the top beam arrangements to the work site. Fixing the top beam arrangements at the top of the vent in correct position including dismantling the existing eroded top beam, conveying and stacking and the section stores. The top beam should be painted with two coats of AC black paint over one coat of Red Oxide primer. The Rate including cost of materials, labours, charges for all fabricating and hoisting equipments, cost of petty civil works conveyance charges for labours and materials and warranty for 5 years etc.., complete.
10
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-
Fabricating, supplying and fixing of 63mm dia Screw Rod made up of Mild Steel duly machined and fully threaded to suit the Head set Assembly and provided with required holes. Conveying and leading the screw rod to the worksite. Fixing the screw rod to the shutter gusset plate with required bolt and nut in proper alignment to the head set including dismantling the existing damaged screw rod,conveying and stacking at section store. The Screw rod should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours, charges for all fabricating and hoisting equipments, conveyance charges for labours and materials and warranty for 5 years etc., complete
10.25
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Fabricating, supplying and fixing of Shutter Groove Angle made up of 65x65x6mm Mild Steel angle for required height including welding hold fast of size 25x25x6mm Mild steel angle 2 Nos on both sides and conveying and leading the groove angle to the vents. Fixing the angle to the grooves in proper alignment including dismantling the existing damaged groove angles, conveying and stacking at section store. The groove angle should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, consumables, labours charges for all fabricating and hoisting equipments, conveyance, petty civil works and warranty for 5 years etc., complete, etc.,
22.5
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Supplying and fixing of Head Set Assembly medium duty with hexagonal nut (Approximate 70 Kg) made up of cast iron including moulding, machining and the hexagonal nut threaded to suit the Screw Rod provided with thrust bearings for smooth operation. Conveying and leading the head set assembly to the work site. Fixing the head set assembly to the top beam by using required rust fre bolts and nuts in proper alignment including dismantling the existing damaged Head set assembly, conveying and stacking at sectio store. The Head set assembly supplied with operating key and the both should be painted with two coats of AC black paint over one coat of red oxide primer. The rate including cost of materials, labours charges for wooden pattern, moulding and charges for labours and materials and warranty for 5 years etc., complete.
3
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GST 18% IN FIGURES
1
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