Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Jun 2024
Closing Date30 Jul 2024
Tender Amount₹ 10,43,00,000
Costs
EMD
₹ 10,43,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_454300_1Bid Award Id
ViewTender No
386/2023/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Collection System
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2.00m-3.00m Depth
-
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250mm,300mm,350mm,400mm & 450mm DWC Pipes
2212
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3.00m-4.00m
-
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250mm,300mm,350mm,400mm,450mm,500mm & 600mm DWC Pipes
7768
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4.00m-5.00m
-
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250mm,350mm,400mm,450mm,500mm,600mm &800 mm DWC Pipes
10665
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5.00m-6.00m
-
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450mm & 600mm DWC pipes
1056
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Earthwork excavating and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS 20A
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First depth of 2 m
167
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Depth of 2 m to 3 m
84
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Earthwork excavating and depositing on bank with an initial lead of 10 metres and initial lift of 2 metres in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting
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Depth of 3 m to 4 m
84
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Depth of 4 m to 5 m
84
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Depth of 5 m to 6 m
84
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Depth of 6 m to 7 m
84
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Depth of 7 m to 8 m
84
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Depth of 8 m to 9 m
84
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Depth of 9 m to 10 m
50
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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
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First Depth
347
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Second Depth
79
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Supplying and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two “O” rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing.As directed by engineer incharge.(Rate as per BANGALORE WATER SUPPLY AND SEWERAGE BOARD 2023-2024)
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250mm dia DWC Pipes
765
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300mm dia DWC Pipes
946
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350mm dia DWC Pipes
308
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400mm dia DWC Pipes
1403
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450mm dia DWC Pipes
757
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500mm dia DWC Pipes
359
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600mm dia DWC Pipes
901
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800mm dia DWC Pipes
520
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Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1m3
2736
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Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundationand basement complying with standard specification Twad SOR ,23-24 Pg 298
23599
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Supplying and filling in foundation and basement with M-sand in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
26
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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
52.06
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
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Up to 90cm
149
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Up to 180cm
528.29
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Up to 270cm
622
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Ciruclar Surface
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0.0m-3.30m
193
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From 3.3 m to 4.3 m
59
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From 4.3 m to 5.3 m
59
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From 5.3 m to 6.3 m
59
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From 6.3m to 7.3 m
59
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From 7.3 m to 8.3 m
59
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From 8.3 m to 9.3 m
129
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Providing and laying in position Standardised Concrete Mix M-30 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 contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standardspecification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
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Below GL
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Upto 1.5 m
176.57
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Upto 1.5 m - 4.5 m
27
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Upto 4.5 m - 9.0 m
64
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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.
21857.21
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Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires,touchup material supplied by coating agency,repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge.TWAD SOR-P.no:98,2023-24
21.86
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Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC M20 concrete 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 specification and as directed.
2
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Pumping main
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Supply and Delivery of the 450mm&200mm dia HDPE following pipes for laying sewers transportation at site,as per standard specifiacation -TWAD SOR 2023-2024,P.no-29
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450mm Dia HDPE Pipe
2250
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200m Dia HDPE pipe
216
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Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers,TWAD SOR,P.NO-280
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200mm dia HDPE-Chamber
216
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Collection System
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250mm DWC Pipes
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1.5-2.5M Depth
50
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2.5-3.5m Depth&3.5m-4.5m depth
715
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300mm DWC Pipes
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1.5-2.5M Depth & 2.5m-3.5m depth
946
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350mm DWC Pipes
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0-2 m depth
35
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2-4 m depth
142
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4-6 m depth
131
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400mm DWC Pipes
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1.5-2.5M Depth
95
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2.5-3.5m Depth
1164
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3.5-4.5m Depth
144
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450mm DWC Pipes
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1.5-2.5M Depth
115
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2.5-3.5m Depth
293
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3.5-4.5m Depth & 4.5m-5.5m depth
349
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500mm DWC Pipes
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2.5-3.5m Depth
185
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3.5-4.5m Depth
174
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600mm DWC Pipes
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2.5-3.5m Depth
38
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3.5-4.5m Depth
863
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800mm DWC Pipes
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3.5-4.5m Depth
520
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Pumping main
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450mm HDPE Pipes
2250
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Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials)(Rate as per TWAD & BANGALORE WATER SUPPLY AND SEWERAGE BOARD)TWAD SOR-P.NO:291 & BANGALORE SOR P.NO-107,(2023-24)
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200mm dia HDPE Pipe-Chamber
54
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450mm HDPEPipes
375
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0-2 m
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350 mm DWC Pipes & 400 mm DWC Pipes
25
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450 mm DWC Pipes & 500 mm DWC Pipes
55
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2-4 m
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350 mm DWC Pipes & 400 mm DWC Pipes
238
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450 mm DWC Pipes & 500 mm DWC Pipes
86
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600 mm DWC Pipes
22
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4 - 6 m
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350 mm DWC Pipes & 400 mm DWC Pipes
51
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450 mm DWC Pipes
53
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800 mm DWC Pipes
95
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Pumping main
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Cutting P.V.C./ HDPE rigid pipes and specials true to axis and finishing the ends complete as per standard specification . TWAD SOR-P.NO:284,(2023-24)
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200mm Dia HDPE pipe - chamber
27
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Pumping main 450mm HDPE
12
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SPECIALS FOR HDPE PIPES AS PER IS 8360/1977/Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002).TWAD SOR-P.NO:32,(2023-24)
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450mm HDPE Pipes - 90Deg
12
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450mm HDPE Pipes - 45Deg
9
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450mm HDPE Pipes - 22.5Deg
3
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Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways 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 two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles 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.TWAD SOR-P.NO:335,(2023-24)
5174
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Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways 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 two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles 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.TWAD SOR-P.NO:335,(2023-24)
3284
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Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) 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 other incidential and operational charges etc., complete for the following diametres of pipes. TWD SOR-P.NO:282,(2023-24)
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200mm Dia HDPE pipe
216
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450mm Dia HDPE Pipes
2250
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Supply , delivery and fixing of HDPE specials (lining and coated) at site etc., complete as directed by Engineer in charge.TWAD SOR-P.NO:33,(2023-24)
54
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Supplying and filling with stone dust for bedding for a thickness of 10cm and back fill envelope for a thickness of 150mm above the crown of the pipe for DWC PE pipes including ramming, consolidation etc., complete (TWAD SOR 2022-2023)
796
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Supply and delivery of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron ofGrade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 ORing protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 4846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16.TWAD SOR-2023-24,P.no:74
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200mm DI D/F Gate valve-Chamber
27
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Pumping main
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Supply and Delivery of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING including cost of materials and tranportation cost etc.,TWAD SOR-2023-24,P.NO:68
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450mm size sluice valve
4
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C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000(5 years warranty) WITH ISI MARKING including cost of materials and tranportation cost etc.,TWAD SOR-P.NO:70,2023-24
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200mm Size Air Valve
2
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Supply and Delivery of PVC Mould CI steps for sump cost of material transporting and fixing charge ect., completed as per std specification Twad Sor 23-24 Pg No 176
32
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Supply, delivery and fixing in position FRC Manhole cover slab with frame of size 60cm x 60cm of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification((Manhole Cover Rs. 1220.86+ Frame Rs. 1745.96=Rs. 2966.82)TWAD SOR-P.NO:88,(2023-24)
1
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Supply , delivery and fixing of CI D/F SPECIALS & S/S SPECIALS AS PER IS 1538/1993 at site etc., complete as directed by Engineer in charge. - 5% of Total Valve Supply Cost
16
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Brick work in CM 1:3 (one cement & five sand) using III class country bricks of size 8 3/4"X4 1/4" X 2 standard specification including finishing, curing, etc., complete complying with standard specification - 100cft
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Wall for valve chamber
2
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Labour charges for cutting of B.T road and CC roads for laying of mains and as directed by Engineer in charge.TWAD SOR-P.NO:311,2023-24
-
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B.T. Roads
705
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Concrete Roads
122
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ROAD RESTORERATION
-
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Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
566
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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
606
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Construction of RCC Circular Manhole
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250mm to 700mm Sewer Main - 1.2m Inner Dia
-
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1.5m-2.5m Height
21
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2.5m-3.5m Height
61
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3.5m-4.5m Height
30
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4.5m-5.5m Height
1
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Pump station
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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. 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.TWAD SOR-P.NO:136,23-24
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Discharge 700 to 800 M3/hour(25m to 30m head)
2
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Supplying and fixing 150mm dia C.I Pipe ventilating column 6m length with C.I Base for ventilating column,wire cowl,supplying,laying,jointing and testing of 160mm dia UPVC pipe to a length of 6m for each column including cost of jointing materials such as cement,sand and spun yarn with necessary civil works for construction of masonry pillars,earthwork excavation, refilling etc (Rate as per TWAD SOR 2022-2023)
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Arrangements of Ventilating Shaft
2
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Construction of Thrust blocks - with RCC M20 Grade concrete Earthwork - excavation and depositing on bank with an initial lead of 10 m and initial lift of 2 m in trenches (Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders and hard gravelly soil) including all charges etc complete., complying with standard specification as directed by Corporation Engineers 'P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Sulphate Resistant cement and 20 mm H.B.G stone, RCC M 20 grade using cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Corporation Engineers. Refilling the trenches with suitable excavated earth available in layers of 150 mm thick, watering, ramming & consolidation complete as directed by the Corporation Engineer. Conveyance of excess earth to a distance not exceeding 5 km as directed by the Corporation Engineer including cost of loading, transportation and unloading charges etc
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450mm HDPE Pipes - 90Deg
25
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450mm HDPE Pipes - 45Deg
20
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450mm HDPE Pipes - 22.5Deg
15
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Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.
1097
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Supply and Fixing of NON RETURN VALVES cost and conveyance of all materials to site etc,complete as per standard specification.TWAD SOR-P.NO:72,(2023-24)
2
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Provision for GST 18 %
1
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