Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date14 Oct 2024
Closing Date28 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 3,24,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_493185_1Bid Award Id
ViewTender No
3-24-025-D2-MCBC-4.10.2024(11)Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
MR - & - DMR (Not Requiring Blasting ) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2 m in medium rock and dense medium rock not requiring blasting etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. - Open excavation
1350
-
-
Earthwork excavation for foundation in all soils and sub soils except in hard rock requiring blasting inclusive of strutting, shoring and bailing out water wherever necessary and refilling the sides of foundation with excavated earth and depositing the surplus earth within the places shown by the Departmental officers with an initial lead of 10m and initial lift of 2m and clearing and levelling the site etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (Narrow excavation) SDR not requiring blasting)
400
-
-
Earthwork excavation and depositing on bank as shown by the departmental engineers with an intial lead of 10m & intial lift of 2 m in Medium rock and dense medium rock measured in solid including blasting and stacking at places shown by departmental Engineers as per standard specifications - Narrow excavation (MR & DMR not requiring blasting)
250
-
-
Supplying and erecting steel centering including necessary supports for plain surfaces for reinforced cement concrete works such as, column footing, column pedestals, plinth beams,grade beams,staircase steps,etc., which require only nominalstruting using mild steel sheets of size 90cmx60cm and 10BG siffened with welded mild steel angles of size 25mmx25mmx3mm for boarding, laid over silk oak joists of size 10cmx6.50cm spaced at about 75cm cetre to centre or at suitable intervals etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
-
-
-
Below ground level (with out strutting)
2120
-
-
Above Ground Level (with strutting)
1801
-
-
Circular Centering
171
-
-
Providing and placing in position of plain cement concrete in cement mortar 1:3:6 (One cement, Three sand and Six coarse aggregate) using 40 mm size hard blue granite broken stone jelly in layers of not exceeding 15 cm thick including bailing out of water if found necessary and compacting, finishing, watering, curing etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. - Below Ground Level
458.5
-
-
Providing and placing in position of plain cement concrete M15 using 20 mm size hard blue granite broken stone jelly with river sand / M.Sand 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, vibratring,finishing, watering, curing etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
-
-
-
Below ground level (upto 1.50m)
156.6
-
-
Below Ground level (1.50m to 4.50m)
112.5
-
-
Providing and placing in position of plain cement concrete M15 grade using 60% of 40mm size hard blue granite broken stone jelly and 40% of 20mm size hard blue granite broken stone jelly with river sand / M.Sand 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,vibrating,finishing, watering, curing etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
-
-
-
Below GL
2404.8
-
-
Above GL (upto 4.50m)
1496
-
-
Above GL (4.50 m to 9.00) m
70.5
-
-
Providing and laying in position standardised concrete Mix M-20 Grade in accordance with IS 456-2000 using 20mm and downgraded hard broken granite stone jelly for all RCC items of works with minium cement content of 325 kg/m3 and maxium water cement ratio of 0.55 including admixture (Plasticizer/Super plasticizer) in recommended proportions asper IS 9103 to accelerate, retard setting of concrete, improve workability without imparing strength and durability with about (5 cu.m) 7730 kg of 20 mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg of sand, but excluding cost of reinforcemnt grill and fabricating charges, centering and shuttering and also including and laying, vibrating with mechanical vibrators, finishing, curing etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
-
-
-
below ground level (up to 1.50 m)
153.4
-
-
Above ground level Upto 4.50 m
35.15
-
-
Providing and laying in position, standardised concrete Mix M-25 Grade in accordance using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kglms 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 k9. 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).
-
-
-
Below Ground level Upto 1.50 m.
38.15
-
-
Below Ground level 1.50 m to 4.50m
81.5
-
-
Below Ground level 4.50 m to 9.00m
15.4
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-
Above ground level Upto 4.50 m
3.15
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-
Supplying and fabrication and placing in position of MS or ribbed for steel reinforcement for all RCC works including cost of steel, binding wire etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
341
-
-
Supplying and filling in foundation, basement, etc with filling M- sand in layers of not more than 15 cm thick well watered, consolidation etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
91.2
-
-
Supplying and filling in position of 40cm thick metal using 20mm,40mm and 63 mm Hard Blue Granite jelley for longitudinal and transverse filter etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
182.4
-
-
Manufacturing, supplying and fixing of cement concrete blocks of size 1.50x1.50x0.9 M in M15 using 40mm and 20mm hard broken granite stone jelly including cost of moulding charges, casting of slabs, finishing, curing and fixing in position and transportation etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
182.1
-
-
Supplying and Filling of Gravel inbetween the gap of CCBlock with 75mm thick, etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
42
-
-
Providing jeddy stone revetment for launching apron using new stones of size more than 300 mm thick and the weight of stone not less than 40 Kg for jeddy stone revetment etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
808
-
-
Rough stone dry packing for revetment using hard stone of not less than 230 mm including stacking charges for premeasurement etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
52.4
-
-
Supplying and Fixing of PVC Water bar 150mm with single bulp including cost of required accessories as directed by the departmental officers.
31.8
-
-
Providing construction contraction and lifts joints in concrete including placing Mastic / Tar pad of 20mm thick at vertical joints in side of wall in required size as specified in the drawings and specifications etc.,complying with the standard specification and as directed by the departmental officers.
118
-
-
Providing and fixing weep holes of 110 mm dia pipes upto a required length for check dam, abutment and wing wall including cost and conveyance of all materials to work site including cost of labour charges for 90 cm spherical backup arrangements with 100mm dia size broken granite gharges of the periphery and labour charges for fixing etc.., Complte to drain the back fill ( working pressure 4 kg/cm2) complying with the standard specification.
237.1
-
-
Dewatering using 7.5 HP diesal Engine pumpset inlcuding hire charges ,cost of diesal, Engine oil, pump operator, labour charges , conveyance of pumpset and fuel to site and back, loading and unloading anyother incidental charges etc., complete (Hire Charges for Diesel Pump set for 7.5 Hp)
1350
-
-
Supplying demarcation R.C.C. pre cast post in Cement concrete M20 grade with well graded aggregates and the nominal maximum size of coarse aggregate of size 20 mm of size 0.15 x 0.15 x 1.20 M and fixing the post 45 cm depth below ground level, the post includes using 4 numbers of 8 mm RTS main rod to a length of 1.325 M, using 6 mm MS 9 numbers as strrups with steel centering and painting the post with enamel paint to a height of 0.80 M alround the post etc. complete and conveying the post to the site of demarcation boundary such as tank bund and foreshore including earth work excavation for foundation in HSC, and the post embedded by using Cement concrete M7.5 grade with well graded aggregates and the nominal maximum size of coarse aggregate of 40 mm, as per the direction of the Engineers and complying with standard specification.
50
-
-
Clearing the Julifloora with uprooting destroying them effectively etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
20200
-
-
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 m deploying earth moving machineries and tippers including benching, formation of bunds,breaking clods, sectioning including power roller etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
44000
-
-
Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with extra lead for every 100m or part there of deploying earth moving machineries and tippers including benching, formation of bunds,breaking clods, sectioning etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (2 lead - upto 300m)
44000
-
-
Earthwork excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth on bank including the jungle clearence etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
28000
-
-
Earth work open well excavation complying with relevant clauses of T.N.D.S.S. with lead upto 10 meter in Hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravely soil. etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (First Depth of 0-2 m).
39.3
-
-
Earth work open well excavation complying with relevant clauses of T.N.D.S.S. with lead upto 10 metre insoft disintegrated rock, laterite, soft rock or kankar not requiring blasting etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. (Upto 2m)
-
-
-
For skin wall ( upto 2m)
78.6
-
-
Second Depth above 2-4m
66.8
-
-
No Fine Cement Concrete CC 1:4 using 20 mm gauge hard broken granite stone jelly for all concrete items of works. etc. complete complying with Standard Specifications and as directed by the Departmental Engineers. - Foundation and basement.
4.75
-
-
Plain Cement Concrete 1:3:6 using graded metal 40 : 60 of 20mm and 40 mm gauge hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick including ramming watering and curing etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
7.1
-
-
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) Rate as per TWAD BOARD SOR
30
-
-
Supplying and erection of pvc 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 and as directed by the Departmental Engineers.
30
-
-
Supplying and fixing of suitable end cap for 160mm dia PVC pipes as per standard specifications.
2
-
-
Supplying and Filling of 40mm HBS jelly including cost and conveyance of meterials to site of work with standard specifications.
27.1
-
-
Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc. complete complying with Standard Specifications and as directed by the Departmental Engineers.
20.4
-
-
supplying and fixing of suitable 75 mm dia PVC Pipes as per standard specification
2
-
-
GST at 18%
1
-
-
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