Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date13 May 2025
Closing Soon27 May 2025
Tender Amount₹ 13,91,29,000
Costs
EMD
₹ 7,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WRD_557116_1Tender No
Short term Notice InvitingTender No.1 /2025-26/ BBC/ Erode/Dt.06.05.2025Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Earth work excavation for foundation and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B complete complying with standard specifications and as directed by the departmental officers. (HGS SS.20.B)
6382
115
734887.3
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Supplying and filling with M sand of each layer not more than 15 cm thick including all leads and lifts, consolidation etc complete as directed by the Engineer in charge of works and as per the technical specifications. [ specification 4.3.1]
1304
37
49356.4
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Providing and laying Plain Cement concrete of M10 grade (Design mix) with well graded aggregates and the nominal maximum size of coarse aggregate of size 40 mm weigh batching the ingredients and mixing in approved mixers/batching plant (toproduce concrete of the specified characteristic strength of 10N/mm2 at 28days) including dewatering the placement site by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts compacting and finishing the surface water curing so as to attain the profile and strength specified in the approved drawing and apecification completecomplying with standard specification and as directed by the Engineer in charge of the work.
1218
44
53652.899999999994
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Providing and laying in position, Standardised Reinforced Cement Concrete Mix M-20 (Design mix) 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 325 kg/m3 and maximum water cement ration of 0.55, 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 20 mm 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 crushed stone 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 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).
3068
112
343769.39999999997
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Providing and laying in position, Plain Cement Concrete of grade M15 (Desing Mix) with well graded aggregates and the nominal maximum size of HBGS jelly of 40 mm and down graded (60% of 40 mm and 40% of 20 mm ) confirming to IS Specified grading and mixing the ingredients by mixer machine (to produce concrete of the specied characteristic sterength of 15N/mm2 at 28 days ) including dewatering by bailing/ pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts,vibrating, compacting, and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawing complete complying with standard specification and as directed by the departmental officers.
4888
224
1095400.8
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Supplying and erecting steel centering including necessary supports for plain surfaces such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete complying with standard specification and as directed by the departmental officers. (Below Sill )
3074
1936
5952954.7
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29m height for vertical / sloped surface as detailed below in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10BG stiffened with welded mild steel angle of size (25x25x3)mm for boarding laid over silver oak joists of size (10x6.5)cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at not more than 75cm C/C etc., complete complying with standard specification and as directed by the departmental officers.(for retaining wall,abutment, pier etc) Scaffolding and centering charges for the structural components including cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specification and as directed by the departmental officers
12813
1936
24813015.15
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Supplying erection and CENTERING for sides and soffits of plain surfaces such as slab etc., using M.S. Sheets of size 90cmx60cmxBG 10 guage stiffended etc., complete complying with standard specification - Circular centering.
630
1936
1220026.5
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Supplying and fabricating of Steel required for all works involved in the schedule including cost of steel, cost of fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc, complete as per standard specification and as directed by the departmental officers
1007.5
1936
1951074.125
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Earth work excavation deploying earth movingmachinery for desilting odai having a width of more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc complete
246500
1936
477359575
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Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting as directed by the departmental officers
-
-
-
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Cutting portion
770
5836
4494297.5
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extra 7m lifts
770
5836
4494297.5
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Random Rubble masonry in cement mortor 1:4 (One cement and four crushed stone sand ) using old rubble stones and bond stones including simultanenious pointing the exposed surfaces with same mortar and all incidental charges such as bailing out of water , curing , finishing Complete etc., complete complying with standard specification and as directed by the departmental officer.
27.5
5836
160510.625
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Rough stone dry packing for Revetment using new hard granite stones obtained from approved quarries including cost of wedges for filling the gaps, including cost and conveyance of all materials and labour charges etc.,complete complying with standard specification and as directed by the departmental officers.
16
5836
93388
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Supplying and laying of Launching apron revetment with Loose Boulders(jeddy stones) of each size greater than 300mm and weight more than 40kg including cost of labour etc complete complying with standard specifications and as directed by the departmental officers
450
5718
2573482.5
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Plastering with cement mortar 1:3 (One cement and Three M sand) 10 mm thick including curing, finishing etc., complete complying with standard specification and as directed by the departmental officer.
1135
5836
6624711.25
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Plastering with cement mortar 1:4 (One cement and four M sand) 20 mm thick including curing, finishing etc., complete complying with standard specification and as directed by the departmental officer.
162
5718
926453.7000000001
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Special pointing with cement mortar 1:3 (one cement and three M.sand) after racking out the joints to depth 3/4" to 1" depth neatly finished and cured including scaffolding arrangements as directed by the departmental officers
300
5718
1715655
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Supplying, laying, jointing and fixing in position of best approved quality RCC hume pipes 300mm dia with suitable collar complete complying with standard specification and as directed by the departmental officers.
120
5718
686262
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Supplying and fixing Bitumen felt 15 mm thick pad for joints in flood protection wall at 25m intervals including all labour charges for fixing etc ., complete complying with standard specification and as directed by the departmental officers.
30
5718
171565.5
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Supplying and fixing PVC pipes of size 75 mm dia with having working pressure as ISI Standards (6 Kg/cm2) for pressure relief holes (weep holes ) etc., including all labour charges for fixing and cost and conveyance of all mateials to the work site etc., complete complying with standard specification and as directed by the departmental officers.
325
5718
1858626.2500000002
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Fabricating, supplying and erection of V-GROOVE SCREW GEARING SHUTTER of size 0.70m x .75m with the shutter plate and gusset plate should be made of 6mm MS plate. The shutter outer frame should be made combined of M.S.Channel of size 50 mmx 6mm ( ISA) and MS angle of size ISA 50mm x 50mm x 6mm. The Screw Gearing rod should be made of 50mm dia MS rod, The top channel should be made with MS Channel of size ISMC 150mm x 75mm.The heavy duty cast iron gear box to the top of channel. Fixed V-groove inner frame should be made of MS angle of size ISA 50mm x 50mm x 6mm and hold fast should be made of MS angle of size ISA 35mm x 35mm x 6mm to a required length. A sill plate is made of MS Plate of size 0.90mx0.15m with 6mm thick welded with under the bottom frame. All steel members are painted with Two Coats of approved first quality of anti corrosive Black paint over the red oxide primer one coat is applied as directed by the departmental officers. The Shutter should be weighed, fixed firmly, Water tight, true to plumb line and trial operation carried out as directed by the departmental officers, The rate inclusive of cost of materials, labour charges, transport, taxes, erection, conveyance charges, to & fro from the site of work, hire charges for machinery, consumables.etc.,
10
5718
57188.5
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Fabricating, supplying and erection of V-GROOVE SCREW GEARING SHUTTER of size 0.45m x 1.10m with the shutter plate 6 mm and gusset plate should be made of 10 mm MS plate. The shutter outer frame should be made combined of M.S.Channel of size 150 mmx 75mm ( ISMC) and MS angle of size ISA 50mm x 50mm x 6mm. The Screw Gearing rod should be made of 50mm dia MS rod, The top channel should be made with MS Channel of size ISMC 150mm x 75mm.The heavy duty cast iron gear box to the top of channel. Fixed V-groove inner frame should be made of MS angle of size ISA 40mm x 40mm x 6mm and hold fast should be made of MS angle of size ISA 35mm x 35mm x 5mm to a required length. A sill plate is made of MS Plate of size 0.70mx0.12m with 6mm thick welded with under the bottom frame. All steel members are painted with Two Coats of approved first quality of anti corrosive Black paint over the red oxide primer one coat is applied as directed by the departmental officers. The Shutter should be weighed, fixed firmly, Water tight, true to plumb line and trial operation carried out as directed by the departmental officers, The rate inclusive of cost of materials, labour charges, transport, taxes, erection, conveyance charges, to & fro from the site of work, hire charges for machinery, consumables.etc.,
20
5718
114377
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Drilling holes of 50 mm dia and 1 m deep in hard granite / RCC and inserting 16 mm RTS L shaped anchor rods of 2.20 metre length for holding foundation and fixing in position including cost of Steel and grouting the anchor holes with cement slurry complete complying with standard specification and as directed by the departmental officers
500
5718
2859425
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Earth work for open well excavation complying with relevant clauses of T.N.D.S.S Well sinking and with lead of 10 m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil - first depth of 2m . complete complying with standerd specifications and as directed by the departmental officers.
-
-
-
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For skin wall (Below GL 0 to 1m)
140
5836
817145
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Earth work for open well excavation complying with relevant clauses of T.N.D.S.S. well sinking and with lead upto 10m in Hard stiff clay, stiff black cotton soil, hard earth shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil -first depth of 0 to 2m. complete complying with standard specifications and as directed by the departmental officers.
-
-
-
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For skin wall (Below GL 1 to 3m)
280
5836
1634290
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Earth work for open well excavation complying with relevant clauses of T.N.D.S.S. well sinking and with lead upto 10m in soft disintegrated rock, laterite, soft rock or kankar not requiring blasting - first depth of 0 to 2m. complete complying with standard specifications and as directed by the departmental officers.
-
-
-
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For skin wall foundation (Below GL 3 to 4.00m)
98
5836
572001.5
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Providing and laying in position, Standardised Reinforced cement 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 350 kg/m3 and maximum water cement ratio of 0.50, 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., 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).
-
-
-
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Below GL (0 to 1.5m)
35
5836
204286.25
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Below GL (1.5 to 4.5m)
91
5836
531144.25
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Above Ground Level
14
5836
81714.5
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Providing and Laying No fine cement concrete 1:4 using 20mm gauge hard broken granite stone jelly for all concrete items of works complete complying with standard specification and as directed by the departmental officers
4.22
5718
24133.547
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Drilling of 150 mm dia 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) complete complying with standard specification and as directed by the departmental officers
210
5718
1200958.5
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Supplying and erection of PVC slotted pipe for bore wells of size 140mm dia (6 kg /sqcm) of best approved quality with ISI mark with necessary PVC coupling etc., complete complying with standard specifications and as directed by the Departmental Officers.
29.4
5718
168134.19
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Supplying and fixing of suitable end cap for bore wells of 140mm dia PVC pipes as complete complying with standard specifications and as directed by the Departmental Officers.
7
5718
40031.950000000004
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Supplying and filling 40mm jelly as filter media in recharge wells, inlucing cost and conveyance of materials to site of work with complete complying with standard specification and as directed by the departmental officers.
182
5718
1040830.7000000001
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Supplying and fixing M.S Grill for recharge shaft in 3.30 m diameter using ISA 50x50x6mm angle for alround frame and 12 mm x12mm square rod in 150mm center to center spacing in both directions and weld mesh 7.50x2.50cm - 10Gauge weld to frame alround ec., including Anchor rod using ISA 50 x50 6mm for fixing in to comcrete 1.50m interval 300mm depth including all welding charges, transporting charges fixing charges and one coat Zinc Chrimet red oxide primer for iron grills and weld mesh etc., complete complying with standard specification and as directed by the departmental officers.
7
5718
40031.950000000004
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Painting new iron works 2 coats with enamel paint including cost of paint etc., complete complying with standard specification and as directed by the Departmental Officers.
364
5718
2081661.4000000001
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Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement as complete complying with standard specification and as directed by the Departmental Officers.
252
5718
1441150.2000000002
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Earth work excavation in all soils except medium rock/hard rock requing blasting and conveying for formation of bund with lead of 0 to 100m deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning, etc., complete.
7190
5718
41118531.5
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Supplying and fixing truss for supporting the 0.60 metre dia pipe crossing the odai using mild steel channel MC 200 for bottom support and equal legged angle of size 65x65x6 mm for horizontal and cross stiffener including labour charges for Labour charges for petty Iron work straps (Wrought and fixed) including all welding charges, transporting charges fixing charges and one coat Zinc Chromet red oxide primer for iron grills etc., complete complying with standard specification and as directed by the departmental officers.
1
5718
5718.85
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Provision of hire charges for diesel pump set for bailing out excess water during the excavation of open well in recharge shaft
21
5718
120095.85
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GST 18 % in figures
1
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