}
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    • Construction Of Master Balancing Reservoir Including Water Testing Lab , Revamping Of Foot Bridge , Ground Level Sump And Scada System For Abd Area In Tiruchirappalli City Corporation, Main office, Tiruchirappalli City Corporation-Tamil Nadu

    Municipal Corporation-MC has published Construction Of Master Balancing Reservoir Including Water Testing Lab , Revamping Of Foot Bridge , Ground Level Sump And Scada System For Abd Area In Tiruchirappalli City Corporation. Submission Date for this Tender is 22-06-2021. SCADA Tenders in Main office, Tiruchirappalli City Corporation Tamil Nadu. Bidders can get complete Tender details and download the document.




    Tender Notice

    27874379
    Corrigendum : Construction Of Master Balancing Reservoir Including Water Testing Lab , Revamping Of Foot Bridge , Ground Level Sump And Scada System For Abd Area In Tiruchirappalli City Corporation
    Open Tender
    Indian
    Tamil Nadu
    Main office, Tiruchirappalli City Corporation
    22-06-2021

    Tender Details

    Construction Of Master Balancing Reservoir Including Water Testing Lab , Revamping Of Foot Bridge , Ground Level Sump And Scada System For Abd Area In Tiruchirappalli City Corporation

    Corrigendum Details

    Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
    1 07-Jun-2021 Postponed Date 22-06-2021

    Key Value

    Document Fees
    Refer document
    EMD
    INR 1600000.0 /-
    Tender Value
    Refer document

    BOQ Items

    Name of Work: Construction of Master Balancing Reservoir including Water Testing Lab,Revamping of Foot Bidge,Ground Level Sump and SCADASystem for ABD area in Tiruchirapalli City Corporation-
    Sl. No. Item Description Item Code / Make Quantity Units
    1 1 CONSTRUCTION OF DAMAGED PORTION (NEAR WELL) PIPE CARRYING BRIDGE-OLD COLLECTOR WELL IN CAUVERY RIVER 1
    2 1.01 Dismantling the existing damaged reinforced cement including clearing away from site etc complete 2 53 M3
    3 2 Labour charges for putting bore holes of size 4'' to 5'' in river bed in sandy and other loose soils using hand boring sets including the costs of hire charges conveyance charges of hand boring sets,collection of soil sample at frequent intervals and as directed by the officer 3 216 Rm
    4 3 Supply of 711 mm dia MS pipe 6.3mm thick for encasing pipe with inside lining and outside coat etc., complete 4 216 Rm
    5 4 Labour charges for erection of 700 mm dia MS encasing pipe in the fil driven including welding the joint etc using own tools and plants as directed by the departmental officer etc., complete 5 216 Rm
    6 5 Providing cast insitu pile foundation of 700 mm dia sandy clay soil by special tools and plant including RCC 1:1.5:3 using 20mm size HBBG metal using mix machine and vibrator and removing slurry reinforcement fabrication and placing the grill inposition etc., complete 6 216 Rm
    7 6 Earth work open excavation for foundation in ordinary soil,light black cotton sandy loam and dry silt including shoring,strutting,baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift etc complete 7 16 M3
    8 7 Plain cement concrete 1:4:8 mix (One cement four sand and eight aggregate) using 40mm size ISS gauge HBBG metal including mixing,laying,consolidating,curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification 8 2 M3
    9 8 Supplying, errecting of steel centering and shuttering with strutting arrangements for sides and soffits of RCC etc., complete 9
    10 8.01 Plain Surface 10
    11 8.02 0 to 3.30 m ht below GL 11 48 M2
    12 8.03 Curved surface 12
    13 8.04 0 to 3.30 m ht above GL 13 63 M2
    14 8.05 3.30 to 4.30 m above GL 14 19 M2
    15 8.06 4.30 to 5.30 m above GL 15 19 M2
    16 8.07 5.30 to 6.30 m above GL 16 19 M2
    17 8.08 Plain Surface 17
    18 8.09 6.30 to 7.30 m above GL 18 48 M2
    19 8.1 7.30 to 8.30 m above GL 19 100 M2
    20 8.11 8.30 to 9.30 m above GL 20 155 M2
    21 9 Supplying,cutting,bending,tying and fixing inposition of RTS grills for RCC works including cost of steel & binding wire etc.,complete. 21 316.4 Qtl
    22 10 Providing and laying in position of ready mix concrete 1:1.5:3 mix using portlend cement with water cement ratio not exceeding 0.45 including the use of plastidizer of approved make and dosage required grade at all location and levels using 20mm ISS gauge HBBG metal and down graded aggregates in all type of works including hire charges for pump and pumping charges to required location.machine, vibrating,tapping,curing as specified charges conveyance for ready mixed concrete from RMC plant to site or required (excluding cost of reinforcement,fabrication charges centering and shuttering) mix design details to be got approval before commencement of works adopting pour card system by depatmental officers etc complete as per IS 4926 of 1976/1990. 22
    23 10.01 Below Ground level 23 19 M3
    24 10.02 0 to 4.50 m above Ground level 24 22 M3
    25 10.03 4.50 to 7.50m above Ground level 25 73 M3
    26 11 Wearing coat with cement concrete of 1:1.5:3 mix using 65% of 25mm ISS gauge HBBG chips 25% of 12mm ISS gauge HBBG chips and 10% of 6mm ISS gauge HBBG chips including cost and conveyance of all materials and labour charges etc., complete 26 175 M2
    27 12 Painting two coats with ready mixed plastic emulsion paint of 1st class quality and of approved colour over a priming coat including through scraping clean removal of dirt etc complete 27 2870 M2
    28 13 ABSTRACT ESTIMATE FOR SUMP OF 20.00 LAKHS LITS CAPACITY MASTER BALANCING RESERVOIR 28
    29 13.01 Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by Engineer incharge as detailed below. 29
    30 13.02 Hard stiff clay,stiff black cotton soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil -SS20B 30
    31 13.03 First depth of 2 m 31 372.4 M3
    32 14 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pilecap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for paymentshall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used 32
    33 14.01 750 mm Dia pile to a Depth of 20 m 33 1440 M3
    34 15 Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the Engineer incharge 34
    35 15.01 Upto 1.50 m Below GL 35 7.24 M3
    36 15.02 Beyond 1.50 M Below GL 36 18.9 M3
    37 16 R.C.C M 30 Design mix (one part cement, 1.7 part sand and 3.2 part course aggregate) using 20 mm and 10mm size H. B.G stone (machine crushed) including mixing concrete using machanical mixer machine and vibrating with machanical vibrator, but excluding cost of steel reinforcement, fabrication and placing the grills in postion and the cost of centering and strutting but including curing, finishing etc., complete as directed by the Engineer incharge 37
    38 16.01 Below GL & beyond 1.5 m 38 48.72 M3
    39 16.02 Below GL & upto 1.5 m 39 186.38 M3
    40 16.03 0 to 4.50 m Ht 40 152.96 M3
    41 16.04 4.50 to 7.32 m ht 41 21.32 M3
    42 16.05 7.32 to 10.98 m ht 42 151.12 M3
    43 16.06 From 10.98 to 14.64 m Ht 43 67.87 M3
    44 16.07 From 14.64 to 18.30 m Ht 44 67.87 M3
    45 16.08 From 18.30 to 21.96 m Ht 45 67.87 M3
    46 16.09 From 21.96 to 25.62 m Ht 46 285.28 M3
    47 16.1 From 25.62 to 29.30 m Height 47 116.71 M3
    48 16.11 From 29.30 to 32.96 m Height 48 130.58 M3
    49 17 Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers. 49 3154 Qtl
    50 18 Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cmx60cm and BG 10 gauge, stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the Engineer incharge for the following items 50
    51 18.01 Plain surface 51
    52 18.02 0 to 3.30 m Ht 52 623.69 M2
    53 18.03 3.30 m to 4.3 m Ht 53 41.2 M2
    54 18.04 4.3 to 5.3 m Ht 54 789.84 M2
    55 18.05 5.3 m to 6.3 m 55 514.86 M2
    56 18.06 8.3 m to 9.3 m 56 563.34 M2
    57 18.07 12.3 m to 13.3 m 57 271.11 M2
    58 18.08 16.3 m to 17.3 m 58 271.11 M2
    59 18.09 20.3 m to 21.3 m 59 271.11 M2
    60 18.1 23.3 m to 24.3 m 60 828.38 M2
    61 18.11 Curved surface 61
    62 18.12 0 to 3.30 m Ht 62 479.8 M2
    63 18.13 3.30 m to 4.3 m Ht 63 145.39 M2
    64 18.14 4.3 to 5.3 m Ht 64 160.37 M2
    65 18.15 5.3 m to 6.3 m 65 46.82 M2
    66 18.16 8.3 m to 9.3 m 66 13.35 M2
    67 18.17 22.3 m to 23.3 m 67 124.54 M2
    68 18.18 Square Surface 68
    69 18.19 0 to 3.30 m Ht 69 237.6 M2
    70 18.2 3.30 m to 4.3 m Ht 70 72 M2
    71 18.21 4.3 to 5.3 m Ht 71 67.03 M2
    72 18.22 5.3 m to 6.3 m 72 50.4 M2
    73 18.23 6.3 m to 7.3 m 73 50.4 M2
    74 18.24 7.3 m to 8.3 m 74 50.4 M2
    75 18.25 8.3 m to 9.3 m 75 50.4 M2
    76 18.26 9.3 m to 10.3 m 76 50.4 M2
    77 18.27 10.3 m to 11.3 m 77 50.4 M2
    78 18.28 11.3 m to 12.3 m 78 50.4 M2
    79 18.29 12.3 m to 13.3 m 79 50.4 M2
    80 18.3 13.3 m to 14.3 m 80 50.4 M2
    81 18.31 14.3 m to 15.3 m 81 50.4 M2
    82 18.32 15.3 m to 16.3 m 82 50.4 M2
    83 18.33 16.3 m to 17.3 m 83 50.4 M2
    84 18.34 17.3 m to 18.3 m 84 50.4 M2
    85 18.35 18.3 m to 19.3 m 85 50.4 M2
    86 18.36 19.3 m to 20.3 m 86 50.4 M2
    87 18.37 20.3 m to 21.3 m 87 50.4 M2
    88 18.38 21.3 m to 22.3 m 88 50.4 M2
    89 18.39 22.3 m to 23.3 m 89 50.4 M2
    90 18.4 23.3 m to 24.3 m 90 10.08 M2
    91 19 Supply and fixing of CI manhole power with frame of size 0.60m x 0.60m (heavy duty)with locking arrangements as directed by TWAD Board Officers. The manhole cover frame and cover should be light weight conforming to IS 1726 / 1974 91 2 Nos
    92 20 Supply and fixing of R.C.C ventilators with wire mesh. 92 4 Nos
    93 21 Supplying and fixing RCC ladder inside the sump 93 2 Nos
    94 22 Providing cut stone set in C.M 1:3 for inlet pipe. 94 0.06 M3
    95 23 Refilling the outside of the sump with excavated earth(other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Engineer incharge 95 111.16 M3
    96 24 Supply and delivery of CI D/F pipe and specials and other CI specials as per IS 7181/1986 and Is 1538/1984 and as amended from time to time for delivery at site of work including all taxes, duties, loading, freight, unloading and stacking at site etc complete 96
    97 24.01 Supply and Delivery of DI Pipes and Specials 97
    98 24.02 300 mm DI D/F Pipe 2.5 m Length 98 10 Nos
    99 24.03 300 mm DI D/F Pipe 1 m Length 99 4 Nos
    100 24.04 300 mm DI D/F Pipe 2 m Length 100 1 No
    101 24.05 500 x300 mm DI A/F Tee & Bell mouth 101 146 Kg
    102 24.06 300 DI D/F Gate Valve 102 1 No
    103 24.07 450 mm DI D/F Pipe 2.5 m Length 103 24 No
    104 24.08 450 mm DI D/F Pipe /Slotted pipe 1 m Length 104 22 No
    105 24.09 450 mm DI D/F Pipe 0.55 m, Bend, Duckfoot bend, 90 deg bend,Flanged Tail piece and 450x450 DI A/F Tee 105 1967.16 Kg
    106 24.1 450 mm DI D/F Gate Valve 106 1 No
    107 24.11 500 mm DI D/F Pipe 2.5 m Length 107 36 Nos
    108 24.12 500 mm DI D/F Pipe 2 m Length 108 4 Nos
    109 24.13 500 mm DI D/F Pipe 1 m Length 109 10 Nos
    110 24.14 500 mm DI D/F Pipe 0.55 m ,90 Deg Duck foot Bend, Bell Mouth & 500 x500 mm DI A/F Tee 110 2424.95 Kg
    111 24.15 500 mm DI D/F Gate Valve 111 2 Nos
    112 24.16 600 mm DI D/F Pipe 2.5 m Length 112 12 Nos
    113 24.17 600 mm DI D/F Pipe 1.5m Length 113 2 Nos
    114 24.18 600 mm DI D/F Pipe & Slotted 1 m Length 114 7 Nos
    115 24.19 600 mm DI D/F Pipe 0.55 m, 90 Deg Bend & 90 Deg Duck foot Bend 115 1483.35 Kg
    116 24.2 Earth work excavation for all soils for inlet, outlet, scour, overflow and byepass arrangements etc., complete. 116 10.08 M3
    117 24.21 Refilling the Trenches with exacavated earth other than sand,etc., complete. 117 7.34 M3
    118 24.22 D.I pipes and specials lowering in to the trenches and laying to proper grade and alignment up to 2 m depth. 118
    119 24.23 Inlet 450 mm Dia 119 4 m
    120 24.24 Outlet and Overflow 500 mm Dia 120 10 m
    121 24.25 Scour 300 mm Dia 121 2 m
    122 24.26 Jointing CI D/F pipes with rubber insertion to the required specification with MS bolts,nuts etc.,complete (including cost of jointing materials) testing to the required pressure as directed by the officers incharge. 122
    123 24.27 Inlet 450 mm Dia 123 35 Joint
    124 24.28 Outlet and Overflow 500 mm Dia 124 33 Joint
    125 24.29 Scour 300 mm Dia 125 13 Joint
    126 24.3 Jointing CI D/F pipes with rubber insertion to the required specification with MS bolts,nuts etc.,complete (including cost of jointing materials) testing to the required pressure as directed by the officers incharge. 126
    127 24.31 Inlet 450 mm Dia (30m Lift) 127 2 Job
    128 24.32 Inlet 600 mm Dia (30m Lift) 128 1 Job
    129 24.33 Outlet 500 mm Dia (26m Lift) 129 2 Job
    130 24.34 Scour 300 mm Dia (26m Lift) 130 1 Job
    131 24.35 Overflow 500 mm Dia (30m Lift) 131 1 Job
    132 24.36 Construction of masonry valve pits for fixing the sluice valve,fixing surface box etc complete. 132
    133 24.37 Inlet 450 mm Dia 133 2 No
    134 24.38 Inlet 600 mm Dia 134 1 No
    135 24.39 Outlet 500 mm Dia 135 2 No
    136 25 Granolithic Flooring 25 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining curing etc. complete 136 1633.13 M3
    137 26 Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directly by Engineer incharge 137 4182.05 M2
    138 27 Staircase 138
    139 27.01 Bored pile 750mm dia (using Hydralic Power) Boring, providing and installing Bored cast-in-situ reinforced cement concrete pile of specified diametre and length below the pile cap in cement concrete 1:0.75:1.5 ( one cement, 0.75 coarse sand & 1.5 graded stone aggregate of 20mm nominal size - M30) specified excluding cost of steel reinforcement but including sodium based bentonite solution machinary and labour charges etc. complete. and including welding charges for reinforcement in pile bore and hiring of crane for lifting the casting pipe and fabircation erection and dismantling of top level & level slurry concrete 139 160 RM
    140 27.02 Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by Engineer incharge as detailed below. 140 24.02 M3
    141 27.03 Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the Engineer incharge 141 1.85 M3
    142 27.04 R.C.C M 30 Design mix (one part cement, 1.7 part sand and 3.2 part course aggregate) using 20 mm and 10mm size H. B.G stone (machine crushed) including mixing concrete using machanical mixer machine and vibrating with machanical vibrator, but excluding cost of steel reinforcement, fabrication and placing the grills in postion and the cost of centering and strutting but including curing, finishing etc., complete as directed by the Engineer incharge 142 102.24 M3
    143 27.05 Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cmx60cm and BG 10 gauge, stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the Engineer incharge for the following items 143 386.63 M2
    144 27.06 Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers. 144 212.36 Qtl
    145 27.07 R.C.C. pillar of size 0.10m x 0.10m to a height of 1.00m @ 1.20 c/c and the jolly size as 1.15 x 1.00 x 0.05m with Painting with cement paint and lifting the hand rails, jointing with the pillars, finishing including scafolding etc.complete. 145 300 RM
    146 27.08 Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directly by Engineer incharge 146 386.63 M2
    147 28 Pumproom/Office Room 147
    148 28.01 Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by Engineer incharge Officers. 148
    149 28.02 4.5 to 7.32 m ht 149 78.21 M3
    150 29 Plastering with CM 1:5(one cement and five sand) 12mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by Engineer incharge Officers. 150 479.34 M2
    151 30 Special ceiling plastering with CM 1:3 (one cement and three sand) 10 mm thick including labour charges for mixing, finishing , curing etc., complete and as directed by Engineer incharge Officers. 151 437.44 M2
    152 31 Granolithic Flooring 25 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining curing etc. complete 152 437.44 M2
    153 32 Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directly byEngineer incharge. 153 479.34 M2
    154 33 Supplying and erecting pull and push type rolling shutterwith ISI make of approved size and section using 18 GIsheet. The shutter shall be painted with one coat ofred oxide primer and the rate is inclusive of hood covers,transportation charges etc.,A ROLLING SHUTTERS (WITH ISI MONOGRAM)\nManually operated-2 x 2.10 m 154 4.2 M2
    155 34 Supplying and fixing of steel Windows two leaves including all cost , with fitting etc complete as directed byEngineer incharge officers (the design should be got approved by the SE before supply & fixing)0.9 x 1.2m 155 11 Each
    156 35 R.C.C. pillar of size 0.10m x 0.10m to a height of 1.00m @ 1.20 c/c and the jolly size as 1.15 x 1.00 x 0.05m with Painting with cement paint and lifting the hand rails, jointing with the pillars, finishing including scafolding etc.complete. 156 79.36 RM
    157 36 CONSTRUCTION OF SUMP OF 2.55 LL, 1.6 LL, 0.9 LL, 1.4 LL, 1.8 LL AND 1.35 LL CAPACITY 157
    158 36.01 Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m for foundation including shoring, strutting wherever necessary including hand bailing out water and all other incidental charges. etc. complete as directed by Engineer incharge as detailed below. 158
    159 37 Hard stiff clay,stiff black cotton soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil -SS20B 159
    160 37.01 First depth of 2 m 160 984.86 M3
    161 37.02 Second Depth of 1 m 161 196.98 M3
    162 38 Supply and filling the foundatiion and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by Engineer incharge. 162 73.87 M3
    163 39 Plain cement concrete with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone for levelling course including cost of mixing cement, placing, ramming and curing etc., complete as directed by the Engineer incharge 163 73.87 M3
    164 40 R.C.C M 30 Design mix (one part cement, 1.7 part sand and 3.2 part course aggregate) using 20 mm and 10mm size H. B.G stone (machine crushed) including mixing concrete using machanical mixer machine and vibrating with machanical vibrator, but excluding cost of steel reinforcement, fabrication and placing the grills in postion and the cost of centering and strutting but including curing, finishing etc., complete as directed by the Engineer incharge 164
    165 40.01 Above G.L 165 124.96 M3
    166 40.02 Below GL & upto 1.5 m 166 40.88 M3
    167 40.03 Below GL & beyond 1.5 m 167 157.82 M3
    168 41 Supplying, fabricating and placing in position of RTS rods at all heights for reinforcement including the cost of steel and binding wire, labour charges etc., complete for all RCC works and as directed by TWAD Board Officers. 168 485.51 M3
    169 42 Centering for sides and soffits of R.C.C slab for plane surface / curved surface including strutting upto required height using MS sheets of size 90cmx60cm and BG 10 gauge, stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification etc., complete as directed by the Engineer incharge for the following items 169
    170 42.01 Plain surface 170 394.83 M2
    171 42.02 Curved surface 171 1132.17 M2
    172 42.03 Curved surface for column 172 10.04 M2
    173 43 Supply and fixing of CI manhole power with frame of size 0.60m x 0.60m (heavy duty)with locking arrangements as directed by TWAD Board Officers. The manhole cover frame and cover should be light weight conforming to IS 1726 / 1974 173 12 Nos
    174 44 Supply and fixing of R.C.C ventilators with wire mesh. 174 24 Nos
    175 45 Supplying and fixing RCC ladder inside the sump 175 12 Nos
    176 46 Supplying and fixing MS ladder out side the sump with the height of 3.5m with handrails including the cost of two coats of painting 176 6 Nos
    177 47 Providing cut stone set in C.M 1:3 for inlet pipe. 177 0.36 M3
    178 48 Refilling the outside of the sump with excavated earth(other then sand) complying with standard specification for filling the foundation including watering consolidation etc., complete as directed by the Engineer incharge 178 38.14 M3
    179 49 Supply and delivery of DI D/F pipe and specials and other DI specials as per IS 7181/1986 and Is 1538/1984 and as amended from time to time for delivery at site of work including all taxes, duties, loading, freight, unloading and stacking at site etc complete (vide seperate sheet ) 179
    180 49.01 400 mm DI D/F Pipe-2m length 180 18 Nos
    181 49.02 400 mm DI D/F Pipe-1m- length 181 12 Nos
    182 49.03 400 mm DI D/F Duckfoot Bend 182 742 Kg
    183 49.04 400 mm DI D/F Bend 90 Deg 183 956 Kg
    184 49.05 Jointing with MS Bolts and Nuts 184 48 Nos
    185 50 Special ceiling plastering with CM 1:3 (one cement and three sand) 10 mm thick including labour charges for mixing, finishing , curing etc., complete and as directed by Engineer incharge Officers. 185 1440 M2
    186 51 Granolithic Flooring 25 mm thick with cement concrete 1:2:4 using 3 to 10 mm chips and top surface rendered smooth with cement including thread lining curing etc. complete 186 356 M2
    187 52 Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directly by Engineer incharge 187 309.65 M2
    188 53 CONSTRUCTION OF PUMPROOM 4 X 4 M - Quantity for 6 Nos (Marakkadai, Puthur, Thillai Nagar, Viragupettai, Anna Nagar & Woraiyur) 188
    189 53.01 Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m 189
    190 53.02 Hard stiff clay,stiff black cotton soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil -SS20B 190 125.04 M3
    191 54 Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by Engineer incharge Officers. 191 42.6 M3
    192 55 Levelling course with P.C.C 1:4:8 (one cement, four sand and eigth course aggregate) using 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the Engineer incharge Officers. 192 29.7 M3
    193 56 Brick work in CM 1:6 (one cement and six sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by Engineer incharge Officers. 193 68.52 M3
    194 57 Brick work in CM 1:6 (one cement and six sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by Engineer incharge Officers. 194 99.96 M3
    195 58 Reinforced cement concrete M20 Design mix using 20mm size hard blue granite stone (machine crushed) for beam and roof slab excluding cost of reinforcement, fabrication and placing the grills in position and excluding cost of centering, shuttering, strutting but including curing and finishing mixing concrete using machanical mixer machine and compaction by machanical vibrator etc., complete and as directed by Engineer incharge Officers. 195 25.08 M3
    196 59 Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including strutting upto 3.3 mt height using MS sheets of size 90cmx60cm and stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia 90cmx60cm and BG10 guage (spaced at 75cm c/c) complying with standard specification etc., complete as directed by the Engineer incharge Officers. 196
    197 59.01 Roof slab 197 120.36 M2
    198 59.02 Others 198 68.34 M2
    199 60 Plastering with CM 1:5(one cement and five sand) 12mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by Engineer incharge Officers. 199 644.52 M2
    200 61 Supplying fabricating and placing in position of RTS grills at all heights for reinforcement including cost of steel for all works and labour charges including cost of binding wire etc., complete for all RCC works and as directed by Engineer incharge Officers. 200 27.3 Qtl
    201 62 Floor finsihing with CM 1:3(one cement and three sand) 20mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by Engineer incharge Officers. 201 97.02 M2
    202 63 Special ceiling plastering with CM 1:3 (one cement and three sand) 10 mm thick including labour charges for mixing, finishing , curing etc., complete and as directed by Engineer incharge Officers. 202 120.36 M2
    203 64 White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by Engineer incharge Officers. 203 388.74 M2
    204 65 Colour washing two coats with approved colour and quality over two coats of white washing for outside of the room including the cost of materials, labour charges, cleaning and preparation of the surface and curing etc., complete and as directed by Engineer incharge Officers. 204 422.94 M2
    205 66 Supplying and erecting pull and push type rolling shutterwith ISI make of approved size and section using 18 GIsheet. The shutter shall be painted with one coat ofred oxide primer and the rate is inclusive of hood covers,transportation charges etc.,A ROLLING SHUTTERS (WITH ISI MONOGRAM)\nManually operated-2 x 2.10 m 205 25.2 M2
    206 67 Supplying and fixing of steel Windows two leaves including all cost , with fitting etc complete as directed byEngineer incharge officers (the design should be got approved by the SE before supply & fixing)0.9 x 1.2m 206 18 Nos
    207 68 Painting the Doors, Windows & Ventilators on both sides with readymixed enamel paint two coats over priming coat of approved quality and colour including thorough scrapping clean removal of dirt etc. complete complying with standard specification including cost of paint and brushes, labour charges etc., and as directed by Engineer incharge Officers. The colour and quality has to be approved by Engineer incharge Officers. 207 64.08 M2
    208 69 Weathering course with broken Brick Jelly of 20 mm size in pure slaked lime (no sand to be used) over RCC Roof slab with proportion being 32:12 1/2 for required depth of 80mm thickness over the roof slab as required well beaten with wooden beaters for giving required slope complying with standard specification etc., complete and as directed by Engineer incharge Officers. 208 10.44 M3
    209 70 Terrace Flooring with two course of flat tiles using of size 200mm x 200mm x 20mm laid in CM 1:3 (one cement and three sand) mixed with crude oil to 10% by weight of cement and pointed neatly with the same oiled morter etc., complete complying with standard specification and as directed by Engineer incharge Officers. 209 102.36 M2
    210 71 Refilling with excavated earth (other than sand) complying with standard specifications for filling the foundations including watering & consolidation etc. complete as directed by Engineer incharge Officers. 210 61.38 M3
    211 72 Provision for RCC cupboard--1.2x2m 211 12 Nos
    212 73 SUPPLY AND DELIVERY OF HSC PUMPSET (Marakkadai, Puthur, Thillai Nagar, Viragupettai, Anna Nagar & Woraiyur) 212
    213 73.01 Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casingand split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging requiredquantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock,Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubberwater deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base tomount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantityat the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head atduty point. The pump shall be suitable for operation in AC three phase , 415 V , 50 Hz , 1500 RPM. 213
    214 73.02 8000 LPM x 40 m Head HSC Pump-60 HP 214 2 Set
    215 73.03 5000 LPM x 25 m Head HSC Pump-40 HP 215 6 Set
    216 73.04 3000 LPM x 25 m Head HSC Pump-20 HP 216 2 Set
    217 73.05 4000 LPM x 25 m Head HSC Pump-30 HP 217 2 Set
    218 74 Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulationto suit the speed of pump and suitable for operation with continous S1 rated,415V +/- 10 %, 50 HZ +/- 5% supply , TEFC (upto 20 HP), SPDP (above 20 HP).The motor offered should be of energy efficient motors. 218
    219 74.01 HSC Motor Suitable for 8000 LPM x 40 m Head HSC Pump-60 HP 219 2 Set
    220 74.02 HSC Motor Suitable for 5000 LPM x 25 m Head HSC Pump-40 HP 220 6 Set
    221 74.03 HSC Motor Suitable for 3000 LPM x 25 m Head HSC Pump-20 HP 221 2 Set
    222 74.04 HSC Motor Suitable for 4000 LPM x 25 m Head HSC Pump-30 HP 222 2 Set
    223 75 Supply and delivery of suitable KW indoor automatic air cooled dust and vermin proof FLEX COMPENSATED MAGNETIC AMPLIFIER Soft Starter for the operation in 3.3 KV three Phase 50 HZ, AC supply termination with phase segregated neutral terminal box of the motor , housed in 14 SWG sheet steel enclosure, painted with epoxy or polyurethene , 230V AC 10 Amps control supply , Class B insulation, 300 mm height fabricated pedastal (to prevent water ingress for starter panel) and condensation heater with switch with thermostat, interlocking with running motor with built in facility for run mode/by pass etc. complete. The starter may be provided with contactors suitable for next standard higher KW rating, Over load relay, instrument panel with frequency meter, Ammeter, Voltmeter, indicating lamp 6 Nos, LED ON/OFF type and Start /Stop push button. SUITABLE FOR H.T. SQUIRREL CAGE MOTOR 223
    224 75.01 FCMA SOFT STARTER-60 HP 224 2 Set
    225 75.02 FCMA SOFT STARTER-40HP 225 6 Set
    226 75.03 FCMA SOFT STARTER-20 HP 226 2 Set
    227 75.04 FCMA SOFT STARTER-30 HP 227 2 Set
    228 76 Supply of MV Cubical Panel Board including cost of fabrication other fittings and labour charges etc 228
    229 76.01 Incoming 229
    230 76.02 320 Amps MCCB 4 pole 230 2 Nos
    231 76.03 250 Amps MCCB 4 pole 231 6 Set
    232 76.04 200 Amps MCCB 4 pole 232 4 Set
    233 76.05 Outgoing 233
    234 76.06 200 Amps MCCB 4 Pole to pump 234 2 Nos
    235 76.07 160Amps MCCB 4 Pole to pump 235 6 Nos
    236 76.08 100Amps MCCB 4 Pole to pump 236 4 Set
    237 76.09 200 Amps MCCB for capacitor 237 2 Nos
    238 76.1 160 Amps MCCB for capacitor 238 6 Set
    239 76.11 100 Amps MCCB for capacitor 239 4 Nos
    240 76.12 63 Amps MCCB for lighting Transformer yard and Pumphouse 240 12 Nos
    241 76.13 200Amps MCCB 4 Pole as Spare 241 1 Nos
    242 76.14 160Amps MCCB 4 Pole as Spare 242 3 Nos
    243 76.15 100Amps MCCB 4 Pole as Spare 243 2 Nos
    244 76.16 63 Amps MCCB as Spare 244 6 Nos
    245 76.17 Multi Functions Meters - Flush type for M V PaneBoardLED type, CT/PT, Voltage, Current, Frequency, Kilowatt, Kilo Volt Ampere, KVAR , KVAH, Run Hours,unbalance(V,A),Rpm, Phase angles,Thd - Class 1 WithRs 485 Port 245 12 Nos
    246 77 Supply and delivery and fixing of medium voltage mixed dielectric power capacitor as per I.S 2834 suitable for 415 volts,3 phase ,50 HZ AC supply with copper busbars of ample current carring capacity sheet stell terminal cover, bushings with terminaldischarge resistance,earthing terminals cable gland under rating plate,tie rod gasket base frame cable entry box etc. complete. with provision for adding alteast 2 capacitor at later date ncluding loading, freight, transit insurance, incidental charges, packing, taxes and unloading, stacking at site in good condition including excise duty etc., complete as directed by the TWAD Board officers. 246 128 KVAR
    247 78 Providing TWIN Earthing to all starters 247
    248 78.01 Upto 25 HP 248 2 Each
    249 78.02 From 25 to 60 HP 249 10 Each
    250 79 Supply and delivery of brand new approved make 1.1 KV grade armoured aluminium conductor cable confirming to ISS 1554 part I with ISI marking including loading, freight, transit insurance, incidental charges, packing, taxes and unloading, stacking at site in good condition including excise duty etc., complete as directed by the TWAD Board officers. 250
    251 79.01 3.5 C x 95 Sqmm (Aluminium) (From pole to MV panl) 251 40 M
    252 79.02 3.5 C x 50 Sqmm (Aluminium) (From pole to MV panl) 252 120 M
    253 79.03 3.5 C x 35 Sqmm (Aluminium) (From pole to MV panl) 253 80 M
    254 79.04 3 C x 70 Sqmm (Aluminium) (From MDB panel to Pumpset through starter 254 50 M
    255 79.05 3 C x 25 Sqmm (Aluminium) (From MDB panel to Pumpset through starter 255 250 M
    256 79.06 3 C x 70 Sqmm (Aluminium) (To capacitor) 256 50 M
    257 79.07 3 C x 25 Sqmm (Aluminium) (To capacitor) 257 250 M
    258 79.08 4 Cx 4 Sqmm (Aluminium) (To lighting) 258 600 M
    259 79.09 3C x 2.5 sq.mm Copper cable for control system 259 150 M
    260 80 Laying of 1.1 KV class UG cable in trench / GI pipe / on pole as required.and as directed by Engineer incharge. 260
    261 80.01 3.5 C x 95 Sqmm (Aluminium) (From pole to MV panel) 261 160 M
    262 80.02 3.5 C x 35 Sqmm (Aluminium) (From pole to MV panel) 262 80 M
    263 80.03 3 C x70 Sqmm (Aluminium) (From MDB panel to Pumpset through starter 263 200 M
    264 80.04 3 C x25 Sqmm (Aluminium) (From MDB panel to Pumpset through starter 264 100 M
    265 80.05 3 C x 70 Sqmm (Aluminium) (To capacitor) 265 200 M
    266 80.06 3 C x 25 Sqmm (Aluminium) (To capacitor) 266 100 M
    267 80.07 4 Cx 4 Sqmm (Aluminium) (To lighting) 267 600 M
    268 80.08 3C x 2.5 sq.mm Copper cable for control system 268 150 M
    269 81 Erection, testing and commissioning of the entire pumpsets, including pipe connection works,starters, switch board, water meter, capacitor banks, fans, and allied works etc. 269
    270 81.01 60 HP 270 2 Nos
    271 81.02 Above 30 HP to 40 HP 271 6 Nos
    272 81.03 Above 20 HP to 30 HP 272 4 Nos
    273 82 Supply and delivery of 150mm dia Bourden tube type pressure gauge (glycerin filled)with concentric scale suitable for pumpsets in item I duly mounted on a teak wood Board to be fixed on well of the pump house with required copper tube connection with brase stop cock etc. The gauge should conform to relevant I.S. 3624 273 12 Nos
    274 83 Supply and delivery of following safety appliances including loading, freight, transit insurance, incidental charges, packing, taxes and unloading, stacking at site in good condition including excise duty etc., complete as directed by the TWAD Board officers. 274
    275 83.01 Electrical gloves tested to 11 KV / 22 KV with wooden box dusted with french chalk powder 275 12 Pair
    276 83.02 Supply and fixing of Electrical quality 6mm thick rubber mat 276 30 Nos
    277 83.03 Supply and fixing of 5 Kg capacity ISI marked Dry chemical powder fire extinguisher 277 12 Nos
    278 83.04 Supply and fixing of fire bucket - 3 Nos. hooked to MS stand 278 6 No
    279 83.05 Supply and fixing of laminated shock treatment chart 279 6 No
    280 83.06 Supply and fixing of wooden first aid box 280 6 No
    281 83.07 Supply and fixing of Rechargeable Emergency lamp (600mm Fluoracent lamp) 281 6 No
    282 84 5T capacity hand operated over head Travelling(HOT) crane suitable for a span upto 10 Mtrs, andtravel length upto 10 M with clear lift upto 6 Mincluding gear type chain pulley block and gearedTravelling trolley complete with all accessoriesincluding girder (ISMB 250) 282 6 No
    283 85 Provision for DI Pipe connection 283
    284 85.01 400 mm DI PN10 Flanged pipes 284 12 M
    285 85.02 300 mm DI PN10 Flanged pipes 285 48 M
    286 85.03 300 mm DI PN10 Flanged pipes 286 12 M
    287 85.04 400 mm DI D/FBend 90 Deg 287 756 Kg
    288 85.05 300 mm DI D/FBend 90 Deg 288 1656 Kg
    289 85.06 250 mm DI D/FBend 90 Deg 289 294 Kg
    290 85.07 400 mm DI A/F Tee 290 388 Kg
    291 85.08 300 mm DI A/F Tee 291 936 Kg
    292 85.09 250 mm DI A/F Tee 292 162 Kg
    293 85.1 400 mm DI Gate valve 293 1 No
    294 85.11 300 mm DI Gate valve 294 4 Nos
    295 85.12 250 mm DI Gate valve 295 1 Nos
    296 85.13 400 mm DI NRV 296 2 Nos
    297 85.14 300 mm DI NRV 297 8 Nos
    298 85.15 250 mm DI NRV 298 2 Nos
    299 85.16 Electro Magnetic Flow Meter- 400 mm 299 1 No
    300 85.17 Electro Magnetic Flow Meter-300 mm 300 4 No
    301 85.18 Electro Magnetic Flow Meter-250 mm 301 1 No
    302 86 Supply of SCADA & Instrumentation Item for Headworks Transmission/Feeder distribution management 302
    303 86.01 Field Instruments 303
    304 86.02 Flow sensors with required cables 304 13 Nos
    305 86.03 Quality sensors with required cables 305 13 Nos
    306 86.04 Interface units for communication with cables 306 13 Nos
    307 87 Power Backup systems 307
    308 87.01 UPS-Battery system (10 KVA) for Central Monitoring Center 308 1 No
    309 87.02 Solar panels with UPS-Battery system 309 13 Nos
    310 88 Central monitoring Center\ni).Control Panel\nii). PLC with expansion modules\niii). SCADA PC systems with software license &\niv). Panel accessories (In compliance with switchgear requirements)\n a). Power supply unit\n b). MCBs\n c). Relay boards\n d). Terminal blocks 310 1 Job
    311 89 Erection,Testing & Commissioning 311
    312 89.01 Erection ,Testing & commissioning of control system 312 1 Job
    313 89.02 Field Instruments 313
    314 89.03 Flow sensors with cables charges 314 13 Nos
    315 89.04 Quality sensors with cable laying charges 315 13 Nos
    316 89.05 Communication inter face units with cable laying charges 316 13 Nos
    317 89.06 Erection Testing & Commissioning of UPS-BATTERY & Solar power unit system. 317 13 Set
    318 90 Supply of SCADA & Instrumentation Item for DMA Water distribution management -Distribution 318
    319 90.01 At OHT outlet point, at DMA entry Point @ DMA and Critical / Stragetic locations 319
    320 90.02 Field Instruments 320
    321 90.03 a. Pressure transmitters/sensors with required cable 321 124 Nos
    322 90.04 b. Quality sensors 322 80 Nos
    323 90.05 c.Interface units for communication 323 44 Nos
    324 91 Power Backup systems 324
    325 91.01 4.1). UPS-Battery system (10 KVA) for Central Monitoring Center 325 1 No
    326 91.02 4.2) Solar panels with UBS Battery System 326 44 Nos
    327 92 Providing Noise Sensors inside DMAs with necessary protections with communication device and required cables in critical or Stragetic Locations 327 36 Set
    328 93 Central monitoring Center\ni).Control Panel\nii). PLC with expansion modules\niii). SCADA PC systems with software license &\niv). Panel accessories (In compliance with switchgear requirements)\n a). Power supply unit\n b). MCBs\n c). Relay boards\n d). Terminal blocks 328 1 Job
    329 94 Erection,Testing & Commissioning 329
    330 94.01 Erection ,Testing & commissioning of control system 330 1 Job
    331 94.02 Field Instruments 331
    332 94.03 a. Pressure transmitters/sensors 332 124 Nos
    333 94.04 b. Quality sensors 333 44 Nos
    334 94.05 c.Noise sensors Installtion 334 36 Nos
    335 94.06 d..Communication inter face units 335 44 Nos
    336 95 Erection Testing & Commissioning of UPS-BATTERY & Solar power unit system. 336 45 Set
    337 96 Providing Water Testing Lab for the quality analysis of all Water Parameters at Kamabarasampettai Headworks 337
    338 96.01 Laboratory Instruments 338
    339 96.02 PH/ ORP Meter Make / Model -HI2002 - 02/ Hanna 339 1 No
    340 96.03 pH Solution - 4 Make / Model -HI7004L/ Hanna 340 2 Nos
    341 96.04 pH Solution -7 Make / Model -HI7007L/ Hanna 341 2 Nos
    342 96.05 pH Solution -10 Make / Model -HI7010L/ Hanna 342 2 Nos
    343 96.06 Cleaning Solution for General Purpose 500 ml Make / Model -HI7061L/ Hanna 343 2 Nos
    344 96.07 Electrode storage solution 500 ml bottle Make / Model -HI70300L/ Hanna 344 2 Nos
    345 96.08 ORP test solution @ 200/275 mV Make / Model -HI7020L/ Hanna 345 2 Nos
    346 96.09 ORP test solution @ 240 mV Make / Model -HI7021L/ Hanna 346 2 Nos
    347 96.1 ORP test solution @ 470 mV Make / Model -HI7022L/ Hanna 347 2 Nos
    348 96.11 Portable EC/Resistivity/ TDS/NaCl Auto Ranging Meter Make / Model -HI98192/ Hanna 348 2 Nos
    349 96.12 1413 microsiemens EC Value Make / Model -HI7031L/ Hanna 349 2 Nos
    350 96.13 Multiparameter Photometer with digital pH Make / Model -HI83300 - 11/ Hanna 350 2 Nos
    351 96.14 CalCheck Cuvette Kit Make / Model -HI83300 - 11/ Hanna 351 2 Nos
    352 96.15 Total Hardness Photometer: Range LR: 0 to 250 mg/l Make / Model -HI96735/ Hanna 352 1 No
    353 96.16 CalCheck standard for Hardness Make / Model -HI93735 - 0/ Hanna 353 1 No
    354 96.17 Water Proof Portable DO, 230 V Make / Model -HI98193/ Hanna 354 1 No
    355 96.18 Zero Oxygen Solution - 500ml Make / Model -HI7040L/ Hanna 355 2 Nos
    356 96.19 DO probe electrolyte solution 500 ml Make / Model -HI7041L/ Hanna 356 2 Nos
    357 96.2 Precision Turbidity and Free/ Total Chlorine Meter Make / Model -HI88703 - 02/ Hanna 357 2 Nos
    358 96.21 Muffle Furnace ( 200 x 200 x 300 mm) Make / Model -Technico 358 2 Nos
    359 96.22 Vaccum Pump Make / Model -Technico 359 2 Nos
    360 96.23 Hot Air Oven(355 x 355 x 355 mm) Make / Model -Technico 360 2 Nos
    361 96.24 Magnetic Stirrer Make / Model -Remi 361 2 Nos
    362 96.25 Centrifuge - Laboratory Make / Model -Remi 362 2 Nos
    363 96.26 COD Analyzer with 12 samples - Open Reflex Make / Model - 363 1 No
    364 96.27 BOD Incubator with timer, lighting, electronic digital temp and stabilizer Make / Model -BST -BOD/420 - Bionics 364 1 No
    365 96.28 Vortex Mixer Make / Model -BST -VM/300 - Bionics 365 1 No
    366 96.29 Round Hot Plate Make / Model -BST -HP/01D - Bionics 366 1 No
    367 96.3 TKN Digester with Condenser -500 ml 367 2 Nos
    368 96.31 Heating Mantle -500 ml 368 4 Nos
    369 96.32 Microprocessor programme Temp controller -For BOD Incubator 369 1 No
    370 96.33 Glasswares 370
    371 96.34 Bottle Reagent - 2 Liter Make / Model -Borosil 371 10 Nos
    372 96.35 Volumetric Flask - 250 ml Make / Model -Borosil 372 15 Nos
    373 96.36 Volumetric Flask - 500 ml Make / Model -Borosil 373 5 Nos
    374 96.37 Volumetric Flask - 1000 ml Make / Model -Borosil 374 5 Nos
    375 96.38 Filter Paper - 42 Make / Model -Merck 375 10 Nos
    376 96.39 Desicattors 3082 Make / Model -Borosil 376 1 No
    377 96.4 Desicattor Plain with Knobbed Make / Model -Merck 377 1 No
    378 96.41 Desicattor with Plastic 3082 Make / Model -Merck 378 1 No
    379 96.42 Measuring Cylinder - 500 ml Make / Model -Borosil 379 1 No
    380 96.43 Measuring Cylinder - 250 ml Make / Model -Borosil 380 2 Nos
    381 96.44 Burette 2122 - 50 x 0.1 Class -B Make / Model -Borosil 381 5 Nos
    382 96.45 Pipette 7060 Mohr type 25 x 0.2 ml - Class B Make / Model -Borosil 382 5 Nos
    383 96.46 Pipette 7060 Mohr type 10 x 0.1 ml - Class B Make / Model -Borosil 383 5 Nos
    384 96.47 Pipette 7060 Mohr type 5 x 0.1 ml - Class B Make / Model -Borosil 384 5 Nos
    385 96.48 Pipette 7060 Mohr type 2 x 0.1 ml - Class B Make / Model -Borosil 385 5 Nos
    386 96.49 Bottle Reagent - 250 ml Make / Model -Borosil 386 5 Nos
    387 96.5 Bottle Reagent - 500 ml Make / Model -Borosil 387 5 Nos
    388 96.51 Bottle Reagent - 1 liter Make / Model -Borosil 388 5 Nos
    389 96.52 Bottle Reagent - 2 liter Make / Model -Borosil 389 5 Nos
    390 96.53 Bottle Reagent - 500 ml Make / Model -Borosil 390 5 Nos
    391 96.54 Gloves Make / Model - 391 2 Nos
    392 96.55 Tongs Make / Model - 392 2 Nos
    393 96.56 Bottle Reagent - 500 ml Make / Model -Borosil 393 7 Nos
    394 96.57 Chemicals 394
    395 96.58 Silver Sulphate - 25 g Make / Model -Merck 395 5 Nos
    396 96.59 Sulphuric Acid - 500 ml Make / Model -Merck 396 5 Nos
    397 96.6 Hydrochloric Acid - 500 ml Make / Model -Merck 397 5 Nos
    398 96.61 Sodium Hydroxide Pellet -500 g Make / Model -Merck 398 5 Nos
    399 96.62 Potassium Dichromate - 500g Make / Model -Merck 399 1 No
    400 96.63 Oxalic Acid - 500 g Make / Model -Merck 400 1 No
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