Improvement Of Water Supply Scheme To Kariapatti Twon Panchayat
Tender Value
10.27 Crore
Estimated cost
Bid Submission
08 Aug 2023
0 days left
EMD
10.27 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kariapatti → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Water Supply Scheme To Kariapatti Twon Panchayat
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B |
| 2 | First depth |
| 3 | Second depth |
| 4 | Supplying and filling with good Stone Dust from approved quarry including cost and conveyance of all materials and all labour charges for filling, watering & consolidation etc., complete as per standard specification |
| 5 | Plain Cement Concrete 1:4:8 mix, (one part of cement, four part of M.sand andeight part of aggregate) mix using 40mm ISS HBG metal from approved Quarry including cost and conveyance of all materials and all labour charges for mixing, laying, compacting and curing the concrete and other incidental charges etc., complete.as per standard specification 28 V,VI S25 |
| 6 | Cement ConcreteM30 design mix concrete (Approximately forone cum of concrete 400 kg of cment, 0.47 cum of sand with bulkage and wastage, 0.57 cum of HBG ston of 20 mm size ,0.28 cum of HBG stone of 10 mm size are to be used ) for the following members (excluding the cost of RTS grillsfor reinforcement, centering and shuttering, strutting,) but including cost of mixing, laying of concrete, vibrating with mechanical vibrators, ramming consolidating finishing, curing etc., complete complying with relevent standard specification and as directed by DepartmentalOfficers. |
| 7 | 1) Up to 1.50 M Below GL |
| 8 | 2) Beyond 1.50M to 4.50 M Below GL |
| 9 | 3)0.0 M to 4.50M Above GL |
| 10 | 4) 4.50M to 7.32M Above GL |
| 11 | 5) 7.32M to 10.98M Above GL |
| 12 | 6) 10.98M to 14.64M Above GL |
| 13 | 7) 14.64M to 18.30M Above GL |
| 14 | 8)18.30M to 21.96M Above GL |
| 15 | Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists of size 10cmx6.5cm space at 10cm c/cand supported by Casurino Prop 10cm-13cm spaced at 75cm c/c etc., complete and as directed by Departmental Officers. |
| 16 | 1) Steel centering for 0 to 3.30 m (Plane surface) |
| 17 | 2) Steel centering plane surface 3.30 m to 4.30m |
| 18 | 2) Steel centering plane surface 3.30 m to 4.30m from floor level |
| 19 | 2) Steel centering plane surface 5.30 m to 6.30m |
| 20 | 3)Steel centering plane surface 6.30 m to 7.30m |
| 21 | 3)Steel centering plane surface 7.30 m to 8.30m |
| 22 | 3)Steel centering plane surface 8.30 m to 9.30m |
| 23 | 3)Steel centering plane surface 10.30 m to 11.30m |
| 24 | 4)Steel centering plane surface 11.30 m to 12.30m |
| 25 | 4)Steel centering plane surface 14.30 m to 15.30m |
| 26 | 4)Steel centering plane surface 15.30 m to 16.30m |
| 27 | 5)Steel centering square column 0 m to 3.30m |
| 28 | 6)Steel centering square column 3.30 m to 4.30m |
| 29 | 7)Steel centering square column 4.30 m to 5.30m |
| 30 | 8)Steel centering square column 5.30 m to 6.30m |
| 31 | 9)Steel centering square column 6.30 m to 7.30m |
| 32 | 10)Steel centering square column 7.30 m to 8.30m |
| 33 | 11)Steel centering square column 8.30 m to 9.30m |
| 34 | 12)Steel centering square column 9.30 m to 10.30m |
| 35 | 13)Steel centering square column 10.30 m to 11.30m |
| 36 | 14)Steel centering square column 11.30 m to 12.30m |
| 37 | 15)Steel centering square column 12.30 m to 13.30m |
| 38 | 16)Steel centering square column 13.30 m to 14.30m |
| 39 | 17)Steel centering square column 14.30 m to 15.30m |
| 40 | 17)Steel centering square column 15.30 m to 16.30m |
| 41 | 18)Steel centering up to I LL Curved surface 0 m to 3.30m |
| 42 | 18)Steel centering up to I LL Curved surface 0 m to 3.30m |
| 43 | 18)Steel centering up to I LL Curved surface 3.30 m to 4.30m |
| 44 | 19)Steel centering Round column 0 m to 3.30m |
| 45 | 20)Steel centering Round column 3.30 m to 4.30m |
| 46 | 21)Steel centering Round column 4.30 m to 5.30m |
| 47 | 22)Steel centering Round column 5.30 m to 6.30m |
| 48 | 23)Steel centering Round column 6.30 m to 7.30m |
| 49 | 24)Steel centering Round column 7.30 m to 8.30m |
| 50 | 25)Steel centering Round column 8.30 m to 9.30m |
| 51 | 26)Steel centering Round column 9.30 m to 10.30m |
| 52 | 27)Steel centering Round column 10.30 m to 11.30m |
| 53 | 28)Steel centering Round column 11.30 m to 12.30m |
| 54 | 29)Steel centering Round column 12.30 m to 13.30m |
| 55 | 30)Steel centering Round column 13.30 m to 14.30m |
| 56 | 31)Steel centering Round column 14.30 m to 15.30m |
| 57 | 31)Steel centering Round column 15.30 m to 16.30m |
| 58 | Supply and fabrication of steel using TMT rodsfor all Reinforced cement concreteworks including cost and conveyance of all materials and all labour charges for cutting, bending and placing the rod in position and tying up the rods with binding wire and other incidental charges etc., complete.as per standard specification SS 86 & 86A V,VI, VII (S6) 7,3 |
| 59 | Supplying and Fixing in Position of Cut Stone set in Cm 1:3 using well dressed cut stone supporting inlet pipe inside the tank and as directed by the officers |
| 60 | Supply and delivery of Ductile iron socket Pipes for class K7 as per IS 8329/2000 of approved make including cost andconveyance of all materials and labour chargesand other incidental charges to site etc., complete.as per standard specification |
| 61 | 150mm DI Pipes |
| 62 | 150mm DI Bend |
| 63 | 150 mm DI Sluice valve |
| 64 | Construction of RCC Sprial Staircase (Separate Sheet Enclosed) |
| 65 | Construction of RCC Sprial Staircase (Separate Sheet Enclosed) |
| 66 | Supply and delivery and fixing position of FRCman hole cover withframe of Size 60x60cm on roof slab and as directed by the officers The manhole frame and cover should be of light duty and conforming to ISI 1726/1974 |
| 67 | Supply and Delivery and Fixing in Position of 150mm dia AC Ventilators on the roof Slab and as directed by the officers |
| 68 | Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers |
| 69 | Providing and fixing RCC inside access ladder of approved pattern and design in RCC 1:1.5:3 design mix of ISS gauge 0.40m width, 0.10m thickness, 0.12m breadth for side post, 0.05m thickness 0.12m breadth for steps with suitable inclination including cost of cement, reinforcement centering, finishing, curing etc., complete and as directed by dept Officers. |
| 70 | Labour charges for erection of DI PIPES with spicals including cost and convince ofall materials and labour chargesand other incidental charges to site etc., complete.as per standard specification. |
| 71 | Inlet pipe |
| 72 | Out let Pipe |
| 73 | scour pipe |
| 74 | over felow |
| 75 | Providing Inlet and Outlet pipe arrangements(GI pipe) including cost and conveyance of all materials and labour charges etc complete as per standard specification. |
| 76 | 65mm GI Pipe |
| 77 | 65mm GI Elbow |
| 78 | 65mm GI flangeset |
| 79 | 65mm GI Coupling |
| 80 | 65mm GI Tee |
| 81 | 65mm GM Gate Valve |
| 82 | Providing RCC Handrails of approved quality including cost andconveyance of all materials and labour chargesand other incidental charges to site etc., complete.as per standard specification |
| 83 | Painting two coats with Emulsion paint of approved colour and quality including cost andconveyance of all materials and labour chargesand other incidental charges to site etc., complete.as per standard specification |
| 84 | Supply and deliveryof the following sizes of HDPE Pipes - PE 100 - PN6 conforming to IS:4984/1995, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site etc. complete as per standard specifications and as directed by the Departmental Engineer. |
| 85 | 90mm dia |
| 86 | 110mm dia |
| 87 | 160mm dia |
| 88 | 200mm dia |
| 89 | 225mm dia |
| 90 | Supply and deliveryof the following sizes of DI Pipes - K 7 conforming to IS 8329/2000 as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site etc. complete as per standard specifications and as directed by the Departmental Engineer. |
| 91 | 100mm dia |
| 92 | 150mm dia |
| 93 | 200 mm dia |
| 94 | Supply and delivery of SPECIALS FOR HDPE PIPES AS PER IS 8360/1977/Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002) of conforming to IS specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc.,complete and as directed by Engineer incharge. |
| 95 | 90 mm HDPE 90deg Bend-PN6 |
| 96 | 110 mm HDPE 90deg Bend-PN6 |
| 97 | 160 mm HDPE 90deg Bend-PN6 |
| 98 | 200 mm HDPE 90deg Bend-PN6 |
| 99 | 225 mm HDPE 90deg Bend-PN6 |
| 100 | 160 mm Equal TEE-PN6 |
| 101 | 200 mm Equal TEE-PN6 |
| 102 | 225 mm Equal TEE-PN6 |
| 103 | Supply & Delivery of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING |
| 104 | 90mm dia |
| 105 | 160mm dia |
| 106 | 200mm dia |
| 107 | 225mm dia |
| 108 | 80 mm for 90/110 mm dia pipe |
| 109 | Construction of Valve Chamber of size 1.20 X 1.20 X 1.55 in Brick work with CM 1:5 mix with RCC Slab 100 mm thick including cost and conveyance of all materials and labour charges to site etc., complete |
| 110 | Supply and delivery of DI D/F specials of conforming to IS 9523/2000 specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc.,complete and as directed by Engineer incharge. |
| 111 | 90mm - G.I. Flange set. |
| 112 | 80 mm for 90/110 mm dia pipe -F/SPT DI Pipe,DI DuckFoot Bend,DI D/F Pipe,DI D/F Bend 90 Deg,DI A/S Scour. |
| 113 | 90mm - Orifice plate |
| 114 | For sluice valve |
| 115 | For scour valve |
| 116 | Earthwork - excavating and depositing on bank with an initial lead of 10 m including bailing out water with lifts indicated below including guarding and lighting in trenches for laying of pipes in Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders and hard gravelly soil (Ordinary soil) etc SS20 B. all complete as per standard specifications and as directed by the Departmental Engineer. |
| 117 | 90mm dia |
| 118 | 110mm dia |
| 119 | 160mm dia |
| 120 | 200mm dia |
| 121 | 225mm dia |
| 122 | 100mm dia |
| 123 | 150mm dia |
| 124 | 200mm dia |
| 125 | Lowering the following HDPEpipes and specials into trench and laying to proper grade and alignment, jointing and testing to the required pressure including conveyance of water for filling during testing. |
| 126 | 90 mm dia |
| 127 | 110 mm dia |
| 128 | 160 mm dia |
| 129 | 200 mm dia |
| 130 | 225 mm dia |
| 131 | 100mm dia |
| 132 | 150 mm DI Pipes |
| 133 | 200mm DI Pipes |
| 134 | Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Dept Officers. |
| 135 | HDPE 90 mm dia |
| 136 | HDPE 110 mm dia |
| 137 | HDPE 160 mm dia |
| 138 | HDPE 200 mm dia |
| 139 | HDPE 225 mm dia |
| 140 | Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials) |
| 141 | 100mm dia |
| 142 | 150 mm DI Pipes |
| 143 | 200mm DI Pipes |
| 144 | Testing of HDPE/ DI pipes with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stetches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges etc. complete for following diameters of pipes. |
| 145 | 90 mm dia |
| 146 | 100mm dia |
| 147 | 110 mm dia |
| 148 | 150 mm dia |
| 149 | 160 mm dia |
| 150 | 200 mm dia DI |
| 151 | 200 mm dia |
| 152 | 225 mm dia |
| 153 | Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation and basement including cost and conveyance all materials and labour charges to site etc., complete |
| 154 | HDPE 90 mm dia |
| 155 | HDPE 110 mm dia |
| 156 | HDPE 160 mm dia |
| 157 | HDPE 200 mm dia |
| 158 | HDPE 225 mm dia |
| 159 | 100mm dia DI Pipes |
| 160 | 150 mm DI Pipes |
| 161 | 200mm DI Pipes |
| 162 | Barricading work (Where, there is less traffic areas and broader roads 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 three rowsincluding painting the vertical poles in the roadfacing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges 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 . |
| 163 | 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. |
| 164 | Labour for cutting CC roads and BT for laying the following pipes and specials etc., complete as per standard specifications and as directed by the Departmental Engineer. |
| 165 | For CC roads as per separate Est. Pg.no:278 TWAD |
| 166 | For BT roads as per separate Est. Pg.no:278 TWAD |
| 167 | The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel/SS304/Die cast Aluminium/Carbon Steel with Anticorrosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation. Signal Converter shall be pulsed DC coilexcitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume.”Converter shall be supplied with a programmable low flow drop out and empty pipe zero return. The signal converter housing should be die-cast aluminium with glass window. The converter cum transmitter should be fully programmable form the front facia. The programming should be user friendly, selfprompting menu driven. Flow meter test calibration certificate should be provided with life cycle test certificate from FCRI/NABL accredited lab. |
| 168 | 90 mm dia |
| 169 | Cement Concrete 1:2:4 Mix (One part cement, two part M- Sand and four part of aggregate)using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc.Complete with std.Specifications.TNDSS NO: 30 V, VI (S3),VII-3. |
| 170 | House service connectionHSC Connection - 20 mm - Providing House service connection with MDPE 20mm pipe (supply, lowering, jointing & testing), electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304, Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded to suit the corresponding bore sizes of 15mm dia size (1/2\",), Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304, Poly propylene 90 Degree Compression elbow with compression joint at both ends, Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 and protection box of size 20cm x 30cm for fixing of Water Meter all as per standard including road cutting, replacement of utilities providing house service connection, refilling, retoration of roads/drains testing etc complete with materials and specification as instructed by department officers. |
| 171 | Connection for Cement Concrete Rod |
| 172 | Connection forBlack topper Rod |
AI Tender Summary
Tender Timeline
Jul 06, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 08, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 09, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender