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    • Providing Extension Of Pipe Line With Fhtc At Kattoorani Village In Peravoor Panchayat , Part Ii: Construction Of 60000 Lit Capacity Of Oht Tank At Kattoorani Village In Peravoor Panchayat, Part Iii: Construction Of 30000 Lit Capacity Of Oht Tank And Prov, Ramanathapuram-Tamil Nadu

    Rural Development And Panchayats Department has published Providing Extension Of Pipe Line With Fhtc At Kattoorani Village In Peravoor Panchayat , Part Ii: Construction Of 60000 Lit Capacity Of Oht Tank At Kattoorani Village In Peravoor Panchayat, Part Iii: Construction Of 30000 Lit Capacity Of Oht Tank And Prov. Submission Date for this Tender is 27-07-2020. Pipe Laying Tenders in Ramanathapuram Tamil Nadu. Bidders can get complete Tender details and download the document.




    Tender Notice

    24853005
    Corrigendum : Providing Extension Of Pipe Line With Fhtc At Kattoorani Village In Peravoor Panchayat , Part Ii: Construction Of 60000 Lit Capacity Of Oht Tank At Kattoorani Village In Peravoor Panchayat, Part Iii: Construction Of 30000 Lit Capacity Of Oht Tank And Prov
    National Competitive Bid
    Indian
    Tamil Nadu
    Ramanathapuram
    27-07-2020

    Tender Details

    Providing Extension Of Pipe Line With Fhtc At Kattoorani Village In Peravoor Panchayat , Part Ii: Construction Of 60000 Lit Capacity Of Oht Tank At Kattoorani Village In Peravoor Panchayat, Part Iii: Construction Of 30000 Lit Capacity Of Oht Tank And Providing Extension Of Pipe Line With Fhtc At Mgr Nagar In Peravoor Panchayat

    Corrigendum Details

    Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
    1 23-Jul-2020 Date corrigendum to Ramnad/Providing FHTC to Rural Households/Package No. 01/JJM/2020-21 under JJM Scheme Date 27-07-2020

    Key Value

    Document Fees
    Refer document
    EMD
    INR 94000.0 /-
    Tender Value
    INR 93.10 Lakhs /-

    BOQ Items

    Name of Work : Part I: Providing Extension of pipe line With FHTC at Kattoorani Village in Peravoor Panchayat , Part II: Construction of 60000 lit Capacity of OHT Tank at Kattoorani Village in Peravoor Panchayat, Part III: Construction of 30000 lit Capacity Of OHT Tank and Providing Extension of pipe line With FHTC at MGR Nagar in Peravoor Panchayat
    Sl. No. Item Description Item Code / Make Quantity Units
    1 1 Part I: Providing Extension of pipe line With FHTC at Kattoorani Village in Peravoor Panchayat , 1
    2 2 Distribution System 2
    3 3 Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer. 3 7.3 Km
    4 4 Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works 4
    5 5 90mm PVC Bend 5 128 Nos
    6 6 90mm X 80mm PVC Threaded coupler 6 115 Nos
    7 7 90mm x 75 mm PVC Tee 7 48 Nos
    8 8 90mm PVC End cap 8 42 Nos
    9 9 Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking 9
    10 10 80mm GI pipe 10 192 m
    11 11 Supply and delivery of GI specials to site of work as per IS specification with ISI marking 11
    12 12 80mm GI Elbow 12 20 Nos
    13 13 80mm GI coupling 13 42 Nos
    14 14 Laying and jointing of GI Pipes with GI specials and PVC specials etc (80mm Dia GI Pipe) 14 192 m
    15 15 BT Road or Macadam Road 15 97.2 m
    16 16 Provision for gate value 80 mm 16 1 Nos
    17 17 Provision for pit for Gate Value 90X75cm 17 1 Nos
    18 18 DISTRIBUTION MAIN - Fixing of Water meter 18
    19 19 Provision for 50 mm Water meter 19 1 Nos
    20 20 Provision for Water meter Dirt BOX 20 1 Nos
    21 21 Provision for Water meter erection charges 21 1 Nos
    22 22 Provision for pit for Water metre 90X75cm 22 1 Nos
    23 23 Provision for FHTC's(8 meter length per FHTC) 23 365 Nos
    24 24 Restoration of the Road for Road cut portion 24
    25 25 Construction of Granular Sub base (Gr III) by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) 25 16.2 Cum
    26 26 Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete 26 10.8 Cum
    27 27 Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. 27 10.8 Cum
    28 28 Part II: Construction of 60000 lit Capacity of OHT Tank at Kattoorani Village in Peravoor Panchayat, 28
    29 29 Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth (First Depth of 2m) 29 121.68 Cum
    30 30 Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth (Second Depth of 2m) 30 33.462 Cum
    31 31 Sand filling with clear river sand including cost of sand watering, ramming and consolidation etc. complete 31 18.252 Cum
    32 32 Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing concrete, ramming, curing etc. complete 32 9.126 Cum
    33 33 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete (1.5m to 4.5m below GL) 33 34.656 Cum
    34 34 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete ( 0 to 1.5m below GL) 34 2.778 Cum
    35 35 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete (0 m to 4.5m from GL) 35 3.559 Cum
    36 36 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete (4.5m to 7.32m from GL) 36 3.069 Cum
    37 37 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc.complete (7.33m to 10.98m from GL) 37 3.637 Cum
    38 38 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc.complete (10.98m to 14.64m from GL) 38 15.803 Cum
    39 39 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc.complete (14.64m to 18.30m from GL) 39 7.552 Cum
    40 40 Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding, laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete 40
    41 41 Plane Surface (Below G.L.) 41 33.273 Sqm
    42 42 Plane Surface (G.L. to 3.30m) 42 38.465 Sqm
    43 43 Plane Surface (5.31 to 6.30m) 43 16.929 Sqm
    44 44 Plane Surface (8.30 to 9.30m) 44 16.929 Sqm
    45 45 Plane Surface (11.30 to 12.30m) 45 52.906 Sqm
    46 46 Square columns (Below Ground Level) 46 25.74 Sqm
    47 47 Square columns (3.31 to 4.30m) 47 4.64 Sqm
    48 48 Square columns (4.31 to 5.30m) 48 5.6 Sqm
    49 49 Square columns (5.31 to 6.30m) 49 4.64 Sqm
    50 50 Square columns (6.31 to 7.30m) 50 5.6 Sqm
    51 51 Square columns (7.31 to 8.30m) 51 5.6 Sqm
    52 52 Square columns (8.31 to 9.30m) 52 4.55 Sqm
    53 53 Square columns (9.31 to 10.30m) 53 5.6 Sqm
    54 54 Square columns (10.31 to 11.30m) 54 5.6 Sqm
    55 55 Square columns (11.31 to 12.30m) 55 0.56 Sqm
    56 56 Curved Surface 56
    57 57 Curved Surface (11.31m to 12.30m) 57 4.607 Sqm
    58 58 Curved Surface (12.31m to 13.30m) 58 32.484 Sqm
    59 59 Curved Surface (13.31m to 14.30m) 59 32.484 Sqm
    60 60 Curved Surface (14.31m to 15.30m) 60 47.106 Sqm
    61 61 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 61 226.401 Sqm
    62 62 Supplying fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc. complete 62 8893 Kg
    63 63 Fabrication, supply, delivery and fixing of outside MS ladder wide 45cm made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre with hand rails at top top for 2 m inclined height and also with necessary projecting arms at the top and bottom for proper resting with one coat of redoxide paint, loading, transit, unloading, insurance charges, taxes etc., complete and as directed by Departmental officers. 63 1 Nos
    64 64 Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., complete 64 1 Nos
    65 65 Providing 110mm PVC ventilating arrangements mosquito proof nylon net with and as directed by departmental Officers. 65 2 Nos
    66 66 Supplying and fixing cut stone of size 0.30mX0.30mX.15m in CM 1:3 below inlet pipe for service reservior as directed 66 1 Nos
    67 67 Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges 67 1 Nos
    68 68 Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete 68
    69 69 65mm G.I. Pipe inlet & Out let 69 47 m
    70 70 90mm PVC Threaded coupler 70 1 Nos
    71 71 63mm PVC Threaded coupler 71 2 Nos
    72 72 GI Bend 90 72 5 Nos
    73 73 65mm dia G.I. Coupling 73 5 Nos
    74 74 65mm dia G.I.Tee 74 4 Nos
    75 75 65mm dia G.I.union 75 2 Nos
    76 76 65mm dia G.I.Elbow 76 1 Nos
    77 77 50mm dia G.I.Elbow 77 1 Nos
    78 78 50mm dia G.I.union 78 2 Nos
    79 79 65mm X50mm GI Reducer 79 1 Nos
    80 80 75mm X63mm PVC Reducer 80 2 Nos
    81 81 65mmG.M. Gate Valve 81 2 Nos
    82 82 50mmG.M. Gate Valve 82 1 Nos
    83 83 63mm PVC Pipe 83 6 Nos
    84 84 Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers 84 90.33 Cum
    85 85 Part III: Construction of 30000 lit Capacity Of OHT Tank and Providing Extension of pipe line With FHTC at MGR Nagar in Peravoor Panchayat 85
    86 86 Distribution System 86
    87 87 Supply,delivery, laying and jointing of 90mm OD PVC 4Ksc pipe inlcuding earth work excavation in all strata soil, refilling and hydraulic testing, adopting standard specification and as directed by TWAD Board Officer. 87 3.78 Km
    88 88 Supply of PVC specials as per BIS 10124/1988 Part 1 to 13 &BIS 7834/1975 with ISI Marks to site of works 88
    89 89 90mm PVC Bend 89 68 Nos
    90 90 90mm X 80mm PVC Threaded coupler 90 42 Nos
    91 91 90mm x 75 mm PVC Tee 91 48 Nos
    92 92 90mm PVC End cap 92 32 Nos
    93 93 Supply and delivery of GI pipes medium class as per IS.1239/part I/ 1990 to site of work with ISI Marking 93
    94 94 80mm GI pipe 94 140 m
    95 95 Supply and delivery of GI specials to site of work as per IS specification with ISI marking 95
    96 96 80mm GI Elbow 96 22 Nos
    97 97 80mm GI coupling 97 40 Nos
    98 98 Laying and jointing of GI Pipes with GI specials and PVC specials etc (80mm Dia GI Pipe) 98 140 m
    99 99 BT Road or Macadam Road 99 70.88 m
    100 100 Provision for gate value 80 mm 100 1 Nos
    101 101 Provision for pit for Gate Value 90X75cm 101 1 Nos
    102 102 DISTRIBUTION MAIN - Fixing of Water meter 102
    103 103 Provision for 50 mm Water meter 103 1 Nos
    104 104 Provision for Water meter Dirt BOX 104 1 Nos
    105 105 Provision for Water meter erection charges 105 1 Nos
    106 106 Provision for pit for Water metre 90X75cm 106 1 Nos
    107 107 Provision for FHTC's(8 meter length per FHTC) 107 151 Nos
    108 108 Restoration of the Road for Road cut portion 108
    109 109 Construction of Granular Sub base (Gr III) by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) 109 11.475 Cum
    110 110 Cement concrete 1:4:8 mix using 20mm ISS metal including cost and all cost and conveyance of materials and all labour charges etc complete 110 7.65 Cum
    111 111 Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all other labour charges etc complete. 111 7.65 Cum
    112 112 Provision for 30000 Lit OHT 112
    113 113 Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth (First Depth of 2m) 113 58.55 Cum
    114 114 Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth (Second Depth of 2m) 114 13.12 Cum
    115 115 Sand filling with clear river sand including cost of sand watering, ramming and consolidation etc. complete 115 8.75 Cum
    116 116 Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing concrete, ramming, curing etc. complete 116 4.37 Cum
    117 117 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete (1.5m to 4.5m below GL) 117 13.52 Cum
    118 118 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete ( 0 to 1.5m below GL) 118 1.75 Cum
    119 119 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete (0 m to 4.5m from GL) 119 2.83 Cum
    120 120 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete (4.5m to 7.32m from GL) 120 2.22 Cum
    121 121 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc.complete (7.33m to 10.98m from GL) 121 2.53 Cum
    122 122 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc.complete (10.98m to 14.64m from GL) 122 11.4 Cum
    123 123 RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc.complete (14.64m to 18.30m from GL) 123 3.09 Cum
    124 124 Supplying and erecting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mm x 25mm x 3mm of boarding, laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete 124
    125 125 Plane Surface (Below G.L.) 125 19.94 Sqm
    126 126 Plane Surface (G.L. to 3.30m) 126 25.92 Sqm
    127 127 Plane Surface (5.31 to 6.30m) 127 11.91 Sqm
    128 128 Plane Surface (8.30 to 9.30m) 128 11.91 Sqm
    129 129 Plane Surface (11.30 to 12.30m) 129 40.03 Sqm
    130 130 Square columns (Below Ground Level) 130 21.42 Sqm
    131 131 Square columns (3.31 to 4.30m) 131 4.08 Sqm
    132 132 Square columns (4.31 to 5.30m) 132 4.8 Sqm
    133 133 Square columns (5.31 to 6.30m) 133 3.99 Sqm
    134 134 Square columns (6.31 to 7.30m) 134 4.8 Sqm
    135 135 Square columns (7.31 to 8.30m) 135 4.8 Sqm
    136 136 Square columns (8.31 to 9.30m) 136 3.99 Sqm
    137 137 Square columns (9.31 to 10.30m) 137 4.8 Sqm
    138 138 Square columns (10.31 to 11.30m) 138 4.8 Sqm
    139 139 Square columns (11.31 to 12.30m) 139 0.72 Sqm
    140 140 Curved Surface 140
    141 141 Curved Surface (11.31m to 12.30m) 141 2.48 Sqm
    142 142 Curved Surface (12.31m to 13.30m) 142 26.2 Sqm
    143 143 Curved Surface (13.31m to 14.30m) 143 26.2 Sqm
    144 144 Curved Surface (14.31m to 15.30m) 144 26.86 Sqm
    145 145 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 145 166.57 Sqm
    146 146 Supplying fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and binding wire etc. complete 146 5103 Kg
    147 147 Fabrication, supply, delivery and fixing of outside MS ladder wide 45cm made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre with hand rails at top top for 2 m inclined height and also with necessary projecting arms at the top and bottom for proper resting with one coat of redoxide paint, loading, transit, unloading, insurance charges, taxes etc., complete and as directed by Departmental officers. 147 1 Nos
    148 148 Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., complete 148 1 Nos
    149 149 Providing 110mm PVC ventilating arrangements mosquito proof nylon net with and as directed by departmental Officers. 149 2 Nos
    150 150 Supplying and fixing cut stone of size 0.30mX0.30mX.15m in CM 1:3 below inlet pipe for service reservior as directed 150 1 Nos
    151 151 Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges 151 1 Nos
    152 152 Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete 152
    153 153 65mm G.I. Pipe inlet & Out let 153 47 m
    154 154 50mm G.I. Pipe inlet & Out let 154 13 m
    155 155 90mm PVC Threaded coupler 155 1 Nos
    156 156 63mm PVC Threaded coupler 156 2 Nos
    157 157 GI Bend 90 157 5 Nos
    158 158 GI Bend Short 158 1 Nos
    159 159 65mm dia G.I. Coupling 159 5 Nos
    160 160 65mm dia G.I.Tee 160 4 Nos
    161 161 65mm dia G.I.union 161 2 Nos
    162 162 65mm dia G.I.Elbow 162 1 Nos
    163 163 50mm dia G.I.Elbow 163 1 Nos
    164 164 50mm dia G.I.union 164 2 Nos
    165 165 65mm X50mm GI Reducer 165 1 Nos
    166 166 75mm X63mm PVC Reducer 166 2 Nos
    167 167 65mmG.M. Gate Valve 167 2 Nos
    168 168 50mmG.M. Gate Valve 168 1 Nos
    169 169 63mm PVC Pipe 169 6 Nos
    170 170 Refilling the foundation with excavated earth including consolidation as directed by the Departmental officers 170 43.54 Cum
    171 171 GST 171
    172 172 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}\n 172 1 GST Amount (in Rupees)
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