Tender For Procurement, Construction And Commissioning Of Combined Water Supply Scheme For Providing 8.5 Mld To Sipcot
Tender Value
65.20 Crore
Estimated cost
Bid Submission
17 Jun 2026
0 days left
EMD
48.90 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
Tirupur → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Procurement, Construction And Commissioning Of Combined Water Supply Scheme For Providing 8.5 Mld To Sipcot
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Jun-2026 | other corrigendum | Other | 17-Jun-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | NEW TIRUPUR AREA DEVELOPMENT CORPORATION LIMITED (NTADCL) Name of Scheme: Procurement, Construction and Commissioning of Combined Water Supply Scheme for providing 3.5 MLD to SIPCOT Defense Industrial Park, Varapatti, 2.0 MLD to TIDCO Aerospace Industrial Park, Sulur and 3.0 MLD to TIDCO Semi-Conductor Industrial Park, Kethanur from NTADCL Water Distribution Station (WDS 24) Murugampalayam, Tirupur. (Construction Period: 18 (Eighteen) Months and followed by defect liability period upto 12 (Twelve) Months) PRICE BID - COVER II e- submission |
| 2 | Procurement, Construction and Commissioning of Combined Water Supply Scheme for providing 3.5 MLD to SIPCOT Defense Industrial Park, Varapatti, 2.0 MLD to TIDCO Aerospace Industrial Park, Sulur and 3.0 MLD to TIDCO Semi-Conductor Industrial Park, Kethanur from NTADCL Water Distribution Station (WDS 24) Murugampalayam, Tirupur |
| 3 | Part - I - Pipe Line |
| 4 | Part - II - Pumping Station - A.Construction of Sump and Pump house & B. Compound wall |
| 5 | Part - III - Electrical & Mechanical Works |
| 6 | Part - IV - Maintenance of the Scheme for a period of OneYear (12 months) |
| 7 | sub Total |
| 8 | Add GST @ 18 % BILL OF QUANTITIES 1) The Bill of Quantities shall contain items for the construction, installation, testing, commissioning and maintenance of the Works to be carried out by the Contractor. 2) The Bill of Quantities will be used to calculate the Contract Price. The contractor shall be paid for the quantum of work done at the rate quoted for each item in the Bill of Quantities. The detailed workings are attached as 13 annexures (from 1 to 13). 3) The rates quoted in the BOQ shall be for carrying out the work in conformity to the BIS, TNBP and Technical Specifications and other Terms and Conditions set out in the Bid Document 4) All bidders will be provided with an electronic copy of the schedule of prices. Cells that contain permanent information and are not to be changed by the Bidder will be protected. Cells into which the bidder can enter rates will be left unprotected. The spread sheets already contain formulae 5) The bidder should offer their/his price for all the items of works detailed in the Bill of Quantities. Items for which no rate or price is entered by the bidder will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities. 6) The Bidder should carry over the Schedule wise Amount in the General Abstract to the BoQ Sheet manually. If any difference with General Abstract Amount and the amount in the BoQ sheet the General Abstract amount will be govern 7) The Bidder is entirely responsible to ensure that the calculations presented in the Schedule of Prices are correct, and that the Bidder’s offer is complete in all respects 8) The Bidding under this contract shall be done through the electronic bid submission in the web site https://tntenders.gov.in as stipulated in Invitation for Bid. Priced Bill of Quantity duly signed digitally by the bidder. Negotiation on tender through E-Portal:- 9) During the negotiation also done through the electronic bid submission, bidders may choose to negotiate by proposing lower rates for individual items quoted in their initial bid. However, any attempt to increase rates for any item cannot be accepted. In such instances, only the lowest quoted rates for those items during the bidding/ negotiation process will be taken into consideration. Changes in the Probable of Probable of Quantity 10) If the final Quantity of the work done differs from the Probable of Quantity in the Bill of Quantities for the particular item/items, the rates as in the agreement for the relevant items shall be paid. 11) The Executive In Charge has to show restraint in execution of works under the following category by duly observance of procedure. i) Items quoted with violent excess percentage i.e., (+) 25% and above over the departmental rate should not ordinarily exceed the departmental quantity during execution. Department rates shall only be allowed for the excess quantity if any involved during execution on these items. ii) The items quoted with violent less percentage i.e. (-) 10% and below than the departmental value shall not be ordinarily omitted or reduced during execution. Goods & Service Tax 12) The bid value is inclusive of GST @ 18% (or) at the rates as may be notified by the Government from time to time. The bidder should quote basic price of each item in the Bill of Quantity. The GST amount should be arrived for the Total basic cost of all the items. TDS - GST 13) From every individual periodic payment made to the firm/Contractor, TDS - GST will be deducted at the rates as may be notified from time to time by the Government Name of Work: Procurement, Construction and Commissioning of Combined Water Supply Scheme for providing 3.5 MLD to SIPCOT Defense Industrial Park, Varapatti, 2.0 MLD to TIDCO Aerospace Industrial Park, Sulur and 3.0 MLD to TIDCO Semi-Conductor Industrial Park, Kethanur from NTADCL Water Distribution Station (WDS 24) Murugampalayam, Tirupur. (Construction Period: 18 (Eighteen) Months and followed by defect liability period upto 12 (Twelve) Months) Sl. No. Description of work Probable quantity Figures TNBP No. Other specification Units in Rates in Amount in figures Figures Words 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 Vide separate sheets attached. |
| 9 | Part I - Pipeline |
| 10 | A. CIVIL WORKS |
| 11 | Earth work excavation for laying of various type / size of pipes in hard stiff clay, stiff black cotton soil, hard red earth shales murrams, gravel stoney earth and earth mixed with small sized boulders and hard gravelly soil and depositing on bank with an initial lead of 10M and initial lift of 2m including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., , complete and as directed by the Officers. |
| 12 | Earth work excavation for laying of various type / size of pipes in Soft Disintegrated Rock not requiring blasting and depositing on bank with an initial lead of 10M and initial lift of 2m including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., , complete and as directed by the Officers. |
| 13 | Earth work excavation for laying of various type / size of pipes in Dense medium Rock not requiring blasting and depositing on bank with an initial lead of 10M and initial lift of 2m including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., , complete and as directed by the Officers. |
| 14 | Earth work excavation for Pipe Laying work by removing hard rock using controlled blasting method by drilling blast holes using Compressor and jack hammer including stacking,dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by Officers |
| 15 | Lowering the following size of DI pipes and specials into the trench and laying to proper grade and alignment etc complete and as relevant specification.For depth upto 2.00 m |
| 16 | 450 mm DI K9 pipes |
| 17 | Providing fine granular material bedding in the trench of 10 cm thickness as per IS 16647-2017 etc., , complete and as directed by the Officers. |
| 18 | Lowering of O-PVC pipe in the trenches and laying to proper grade alignment, etc., complete and as directed by officers. |
| 19 | 400 mm OD O-PVC Pipes |
| 20 | 315 mm OD O-PVC Pipes |
| 21 | 200 mm OD O-PVC Pipes |
| 22 | 160 mm OD O-PVC Pipes |
| 23 | Cutting DI pipes (K9 Class) true to its axis and finishing the ends etc., complete and as directed by the Officers.. |
| 24 | 450 mm DI K9 pipes |
| 25 | Cutting O-PVC pipes true to its axis and finishing the ends etc., complete and as directed by the Officers.. |
| 26 | 400 mm OD O-PVC Pipes |
| 27 | 315 mm OD O-PVC Pipes |
| 28 | 200 mm OD O-PVC Pipes |
| 29 | 160 mm OD O-PVC Pipes |
| 30 | Jointing DI S/S Pipes (Class K9) and Specials with rubber gaskets(tyton joint) including cost of lubricants ( including cost of jointing materials ) for depth upto 2m etc., complete and as directed by Officers. |
| 31 | 450 mm DI K9 pipes |
| 32 | Jointing O-PVC Pipes and Specials with rubber gaskets(tyton joint) including cost of lubricants and cost of jointing materials for depth upto 2m etc., complete and as directed by Officers. |
| 33 | 400 mm OD O-PVC Pipes |
| 34 | 315 mm OD O-PVC Pipes |
| 35 | 200 mm OD O-PVC Pipes |
| 36 | 160 mm OD O-PVC Pipes |
| 37 | Lowering the following sizes of CI pipes and specials into the trench and laying to proper grade and alignment upto 2 m depth and as directed by Officers in Odai and River Crossings |
| 38 | 450 mm CI D/F pipes and Specials |
| 39 | 400 mm CI D/F pipes and Specials |
| 40 | 300 mm CI D/F pipes and Specials |
| 41 | 200 mm CI D/F pipes and Specials |
| 42 | 150 mm CI D/F pipes and Specials |
| 43 | Jointing CI D/F pipes and Specials with rubber insertion to the required specification with MS bolts and nuts compete (including cost of jointing materials) in Odai / River crossings and in Valves |
| 44 | Odai/River Crossings |
| 45 | 450 mm dia Flanged joint |
| 46 | 400 mm dia Flanged joint |
| 47 | 300 mm dia Flanged joint |
| 48 | 200 mm dia Flanged joint |
| 49 | 150 mm dia Flanged joint |
| 50 | Valves |
| 51 | 450 mm dia Flanged joint |
| 52 | 400 mm dia Flanged joint |
| 53 | 300 mm dia Flanged joint |
| 54 | 250 mm dia Flanged joint |
| 55 | 200 mm dia Flanged joint |
| 56 | 150 mm dia Flanged joint |
| 57 | 125mm dia Flanged joint |
| 58 | 100 mm dia Flanged joint |
| 59 | 80 mm dia Flanged joint |
| 60 | 50 mm dia Flanged joint |
| 61 | Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) 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. |
| 62 | 450 mm DI K9 Pipes |
| 63 | 400 mm OD O-PVC Pipes |
| 64 | 315 mm OD O-PVC Pipes |
| 65 | 200 mm OD O-PVC Pipes |
| 66 | 160 mm OD O-PVC Pipes |
| 67 | Labour for cutting open BT or Maccadam roads for laying water lines etc complete as per standard specifications and as directed by the officers. |
| 68 | Construction of masonry valve pit as per Type design for Sluice Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. |
| 69 | 300 mm in 315 mm O-PVC main |
| 70 | 200 mm in 200 mm O-PVC main |
| 71 | Construction of masonry valve pit as per Type design for Scour Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. |
| 72 | 250 mm in 450 mm DI main |
| 73 | 250 mm in 400 mm OPVC main |
| 74 | 200 mm in 315 mm OPVC main |
| 75 | 125 mm in 200 mm OPVC Main |
| 76 | 100 mm in 160 mm OPVC Main |
| 77 | Construction of masonry valve pit as per Type design for Air Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. |
| 78 | 100 mm in 450 mm DI Main |
| 79 | 100 mm in 400 mm OPVC Main |
| 80 | 80 mm in 315 mm OPVC Main |
| 81 | 50 mm in 200 mm OPVC Main |
| 82 | 50 mm in 160 mm OPVC Main |
| 83 | Construction of masonry valve pit as per Type design for full Bore Electromagnetic flow meter including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following flow meter including charges for refilling the sides of the pit etc., complete and as directed by Officers. |
| 84 | 400 mm in 400 mm O-PVC Main |
| 85 | 300 mm in 300 mm O-PVC Main |
| 86 | 200 mm in 200 mm O-PVC Main |
| 87 | 150 mm in160 mm O-PVC Main |
| 88 | Filling with ordinary earth for back filling the trench in SDR, DMR and HR removal portion including the cost of conveyance with a lead of 5 KM, labour for filling levelling, watering and consoldation of trench etc., complete complying with standard specification and as directed by Officers. (Earth to be imported) |
| 89 | Refilling with excavated soil (other than sand) in respect of following sizes of pipes in layers of 15 cm thick well rammed, watering consolidated, and complying with standard specifications for filling the trenches after the pipes and specials are laid, jointed and tested removing and spreading the surplus earth at the places shown by the Officers. |
| 90 | Conveyance of pipe of various type/size of the following pipes including unloading from lorries at stock yard and stocking properly and loading into lorries at stock yard transportation charges upto 8 KM from stock yard and unloading from lorries at site/along the alignment carefully and as directed by the Officers. |
| 91 | 450 mm DI K9 pipes |
| 92 | 400 mm OPVC pipes |
| 93 | 315 mm OPVC pipes |
| 94 | 200 mm OPVC pipes |
| 95 | 160 mm OPVC pipes |
| 96 | Construction of Pipe carrying Bridge (As per Annexure - 4) |
| 97 | Earthwork excavation and depositing on bank for foundation, with an initial lead of 10m and initial lift of 2m including shoring, strutting and all other incidental charges in the following classification of soil . |
| 98 | Ist depth of 0 to 2.00 m |
| 99 | In hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoneyearth and earth mixed with small sized boulders |
| 100 | Soft disintegrated rock, laterite, soft rock or kankar not requiring blasting |
| 101 | 2nd depth of 2 m to 3 m |
| 102 | Soft disintegrated rock, laterite, soft rock or kankar not requiring blasting |
| 103 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40 mm size ISS gauge) for levelling course of foundation including mixing, placing, ramming, finishing curing etc. complete in accordance with specification and as directed by the Officers |
| 104 | Beyond 1.50 m to 4.50 m depth |
| 105 | RCC M30 design mix concrete (Approximately for one cum of concrete 400 kg of cement, 0.47 cum of sand with bulkage and wastage , 0.57 cum of HBG stone 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 grills for 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 Officers. |
| 106 | Below GL |
| 107 | 0 to 1.50 m depth below ground level |
| 108 | Beyond 1.50 m to 4.50 m depth |
| 109 | Above GL |
| 110 | From 0 to 4.50 m above G.L |
| 111 | 4.50m to 7.32m above GL |
| 112 | Centering for soffits of RCC members or plane surface including shuttering, strutting to the centering and providing supports etc. complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90mm c/c and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights and as directed by the TWAD Board Officers. The centering should be removed after the specified striping time of the concrete as per IS-456/1978. |
| 113 | Plain surface |
| 114 | Up to 3.30 m Below & Above GL |
| 115 | 3.30 m to 4.30 Above GL |
| 116 | Circular coloumn :- |
| 117 | Up to 3.30 m Below & Above GL |
| 118 | 3.30 m to 4.30 Above GL |
| 119 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc. The steel should conform to the relevant IS specification and supplied with test certificate (Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, etc., complete.RTS Rods |
| 120 | Clearing Scrub Jungle |
| 121 | Painting two coats using approved cement paint over two coats of white washing, cost of all meterials, labour charges, cleaning and preparation of the surface and curing etc.,complete with relevant standard specification and as directed by officers. |
| 122 | Construction of Thrust block (As per Annexure - 3) |
| 123 | Earthwork excavation and depositing on bank within initial lead of 10m and lift of 2 m in all soil and all other incidental works, as directed by the departmental Officers in the following classification of soil. |
| 124 | Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil |
| 125 | Ist depth of 0 to 2.00 m |
| 126 | II nd depth of 2.00 m to 3.00 m |
| 127 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for levelling course of foundation including mixing, placing, ramming, finishing curing etc. complete in accordance with specification .1.50 m to 4.50 m below GL |
| 128 | Reinforced cement concrete 1:2:4 (one cement, two sand, four course aggregate) using 20mm size hard blue granite stone (machine crushed) for plinth beam 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 compaction by machanical vibrator etc., complete and as directed by Officers. |
| 129 | Centering for soffits of RCC members or including shuttering, strutting to the centering and providing supports etc. complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90cm C/C and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights . The centering should be removed after the specified striping time of the concrete as per IS-456/1978. Plane surface -0 to 3.30 m height |
| 130 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.The steel should conform to the relevant IS specification and supplied with test certificate (Fe.415 grade as per IS specification No.1786/ 1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stacking, transit insurance charges etc. complete. |
| 131 | Refilling the trenches with excavated earth (other than sand) in layers of 15cm thick, watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the placed shown. |
| 132 | Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), upto 5m depth in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 20 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements t. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles,. including bailing / pumping of water where ever necessary and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by Engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of om to 2m excluding the cost of MS pipes. |
| 133 | 450 mm DI/ 900 mm MS main |
| 134 | 400 mm OPVC/ 800 mm MS main |
| 135 | 300 mm OPVC/ 600 mm MS main |
| 136 | 200 mm OPVC/ 400 mm MS main |
| 137 | Clearing scrub jungle |
| 138 | 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 rows including painting the vertical poles in the road facing 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 complying with standard specification and as directed by Officers. |
| 139 | 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 complying with standard specification and as directed by Officers. |
| 140 | B. MATERIALS |
| 141 | Supply and delivery of socket/ Spigot Ductile Iron Pipes of standard length conforming to IS 8329/2000 with inside lining with cement mortar of standard thickness and specifications and outside coating of metallic zinc as per IS specifications of the following sizes.The cost of pipes should include loading, freight, transit insurance, incidental charges, packing and transportation charges to stock yard in good condition etc., completeand as directed by the officers. |
| 142 | 450mm dia DI K9 S/S Pipe |
| 143 | Supply and delivery of ISI marked Rigid PVC-O S/S Pipes (push on joints) of Standard lengths of class 500 ,single process integrated socket system as per IS-16647: 2017 (amended up to date) with EPDM Gasket seals, With pressure rating C 1.6 PN 12.5 including cost of loading, freight, transit, unloading and stacking them at site etc., complete and as directed by Officer sand as directed by the officers. |
| 144 | 400 mm O-PVC ,C1.6, PN 12.5 Class 500 |
| 145 | 315 mm O-PVC, C 1.6 , PN 12.5 Class 500 |
| 146 | 200mm O-PVC, C 1.6, PN 12.5 Class 500 |
| 147 | 160 mm O-PVC, C 1.6, PN 12.5 Class 500 |
| 148 | Supply and delivery of DI specials (such as Bends, Tees & Tapers etc., along the alignment of mains) conforming to ISI 9523/2000 specification including loading, transportation, insurance, unloading at site of work in good condition etc. complete and as directed by the officers |
| 149 | 350 mm to 450 mm DI Socket Specials |
| 150 | Supply and delivery of Un plasticized O-PVC fittings of the following classes along the alignment of main including cost of loading, freight, transit, unloading and stacking them at site etc., complete and as directed by Officersand as directed by the officers. |
| 151 | 400 mm x 45 deg O-PVC PN 12.5 Elbow |
| 152 | 400 mm x 400 mm x 400 mm OPVC PN 12.5 Equal Tee |
| 153 | 400 mm x 315 mm O-PVC PN 12.5 Reducer |
| 154 | 315 mm x 90 deg O-PVC PN 12.5 Elbow |
| 155 | 315 mm x 45 deg O-PVC PN 12.5 Elbow |
| 156 | 200 mm x 90 deg O-PVC PN 12.5 Elbow |
| 157 | 200 mm x 45 deg O-PVC PN 12.5 Elbow |
| 158 | 200 mm x 160 mm O-PVC PN 12.5 Reducer |
| 159 | 160 mm x 90 deg O-PVC PN 12.5 Elbow |
| 160 | 160 mm x 45 deg O-PVC PN 12.5 Elbow |
| 161 | Supply and delivery of Cast Iron double flanged Sluice valve including cost of the following sizes with cap of class PN1.6 with non raising high tensile brass spindle valve operating in anticlockwise direction with IS marking suitable for use in water supply main including, loading, freight, unloading insurance all taxes and stocking at site. including cost of valves and all the incidental charges but excluding excise duty etc., complete and as directed by officers. |
| 162 | 300 mm CI D/F Sluice Valve in 315 mm O-PVC main |
| 163 | 200 mm CI D/F Sluice Valve in 200 mm O-PVC main |
| 164 | Supply and delivery of Cast Iron double flanged Scour valve including cost of the following sizes with cap of class PN 1.6 with non raising high tensile brass spindle valve operating in anticlockwise direction with IS marking suitable for use in water supply main including, loading, freight, unloading insurance all taxes and stocking at site. including cost of valves and all the incidental charges but excluding excise duty etc., complete and as directed by officers. |
| 165 | 250 mm CI D/F Scour Valve in 450 mm DI Pipeline |
| 166 | 250 mm CI D/F Scour Valve in 400 mm O-PVC Pipeline |
| 167 | 200 mm CI D/F Scour Valve in 315 mm O-PVC Pipeline |
| 168 | 125 mm CI D/F Scour Valve in 200 mm O-PVC Pipeline |
| 169 | 100 mm CI D/F Scour Valve in 160 mm O-PVC Pipeline |
| 170 | Supply and delivery of Cast Iron Double air valves (IS 14845/2000) and DAV of the following sizes flanged type with screw down valves combined as per GK catelogue fig No. H.40 tested to a minimum test pressure of 170 metres of head of water with IS marking suitable for use in water supply main including loading, freight, unloading insurance and stacking at site and as per standard specification etc., complete and as directed by officers. |
| 171 | 100 mm CI D/F DAV in 450 mm DI Pipeline |
| 172 | 100 mm CI D/F DAV in 400 mm O-PVC Pipeline |
| 173 | 80 mm CI D/F DAV in 315 mm O-PVC Pipeline |
| 174 | 50 mm CI D/F DAV in 200 mm O-PVC Pipeline |
| 175 | 50 mm CI D/F DAV in 160 mm O-PVC Pipeline |
| 176 | Supply and delivery of Cast Iron specials required for Sluice valve, Scour valve and Air valve of the following sizes with ISI marking suitable for use in water supply main including, loading, freight, unloading insurance all taxes and stocking at site. including cost of specials, but excluding excise duty etc., complete and as directed by officers. |
| 177 | Non-standard CI Flanged Pipes |
| 178 | 250-400mm |
| 179 | 80-200mm |
| 180 | Standard CI Flanged Specials |
| 181 | 250-400mm |
| 182 | 80-200mm |
| 183 | Non-Standard CI Flanged Specials |
| 184 | 450-750 mm |
| 185 | 250-400mm |
| 186 | 80-200mm |
| 187 | Supply and delivery of Un plasticized O-PVC fittings of the following classes in valves including cost of loading, freight, transit, unloading and stacking them at site etc., complete and as directed by Officersand as directed by the officers. |
| 188 | 160 mm PN 12.5 Flanged Socket Tail piece |
| 189 | 200 mm PN 12.5 Flanged Socket Tail piece |
| 190 | 315 mm PN 12.5 Flanged Socket Tail piece |
| 191 | 400 mm PN 12.5 Flanged Socket Tail piece |
| 192 | 400 mm x 400 mm x 100 mm PN 12.5 Air Valve TEE |
| 193 | 315 mm x 315mm x 80 mm O-PVC PN 12.5 Air Valve TEE |
| 194 | 200 mm x 200 mm x 50 mm O-PVC PN 12.5 Air Valve TEE |
| 195 | 160 mm x 160 mm x 50 mm O-PVC PN 12.5 Air Valve TEE |
| 196 | Odai/ River crossings |
| 197 | Supply and delivery of Un plasticized O-PVC fittings of the following classes in valves including cost of loading, freight, transit, unloading and stacking them at site etc., complete and as directed by Officersand as directed by the officers. |
| 198 | 400 mm PN 12.5 Flanged Socket Tail piece |
| 199 | 315 mm PN 12.5 Flanged Socket Tail piece |
| 200 | 200 mm PN 12.5 Flanged Socket Tail piece |
| 201 | 160 mm PN 12.5 Flanged Socket Tail piece |
| 202 | Supply and delivery of Cast Iron Flanged pipes and specials of the following sizes suitable for usewith IS marking suitable for use in water supply main required for Odai crossings including, loading, freight, unloading insurance all taxes and stocking at site. including cost of specials, but excluding excise duty etc., complete and as directed by officers. |
| 203 | Non-standard CI Flanged Pipes |
| 204 | 450-750 mm |
| 205 | 250-400 mm |
| 206 | 80-200 mm |
| 207 | Standard CI Flanged Specials |
| 208 | 450-750 mm |
| 209 | 250-400 mm |
| 210 | 80-200 mm |
| 211 | Non-Standard CI Flanged Specials |
| 212 | 450-750 mm |
| 213 | Supply and delivery of DI diaphragm type surge control valve against power failure surges or pressure waves caused by velocity changes, quick opening relief easily adjustable pressure setting. The valve should remain closed when line pressure is between the set-points of the two pilots. The valve should open initially when line pressure drops below the etting of the low-pressure pilot to anticipate surges ssociated with a pump stopping. The valve will also continue to react and remain open when the return high-pressure wave is above the setting of the high-pressure pilot or open when inlet pressure exceeds a pre-determined set point at which time the valve opens quickly, With high speed discharge, with flange dimension to EN 1092-2/ ISO 7005[DIN]. Body and cover in ductile cast iron of Grade GGG 40 (or) GGG 50. All internal parts & all cover bolts of austenitic alloy steel and gaskets and seals of EPDM of grade W 270(approved for drinking water) with Electrostatic epoxy powder coating (EP-P) inside and outside color blue RAL 5005 with minimum coating thickness of 250 microns” and with 5 years warranty |
| 214 | In 450 mm DI K9 pipeline |
| 215 | Supply and Delivery of Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of (kilolitres/ cubicmeter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. 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 Higher flow 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, self-prompting menu driven. . |
| 216 | 400 mm dia in 400 mm OPVC pipeline |
| 217 | 300 mm dia in 315 mm OPVC pipeline |
| 218 | 200 mm dia in 315 mm OPVC pipeline |
| 219 | 150 mm dia in 160 mm OPVC pipeline |
| 220 | Supply and delivery of DI D/F Diaphragm type own medium controlled Pressure Reducing and flow limit control valve with cast body of ductile iron grade GGG-40 or GGG 50 or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. 2 pressure gauges for operator-friendly control to determine the actual inlet and outlet ressure connected directly to the valve. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/ WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270. (EP-P)/ WRAS & NSF.” |
| 221 | 200 mm Di D/F Pressure Reducing and flow limit control valve |
| 222 | Obtaining ROW Permission / NOC for pipeline laying |
| 223 | The road restoration charges payable towards obtaing Right of Way Permissions for laying of entire water supply pipelines (Annexure enclosed) along and across various roads such as National Highways/State Highways/Tirupur City Municipal Corporation/ Village Panchayats etc., The charges include preparation of necessary proposals & drawings as required by the concerned authorities etc., complete as directed by the departmental engineers |
| 224 | Charges payable to Water Resources Department (WRD) towards obtaining NOC for laying of water supply pipelines across PAP Canal and or any other waterbodies (Annexure enclosed) etc., complete as directed by the departmental engineers |
| 225 | Part II : Pumping Station- A.Construction of Sump and Pump house & B.Compound wall |
| 226 | A. Construction of Sump and Pump House |
| 227 | Earthwork excavation and depositing on bank for foundation, within initial lead of 10m and initial lift of 2m including shoring, strutting and baling out water wherever necessary and all other incidental works, as directed by the departmental Officers in the following classification of soil. |
| 228 | Hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil |
| 229 | 0 to 2m depth |
| 230 | 2m to 3 m depth |
| 231 | 3m to 4m depth |
| 232 | 4m to 5m depth |
| 233 | 5m to 6m depth |
| 234 | Earthwork excavating and depositing on bank with an initial lead of 10 metres in Soft disintegrated rock, laterite, soft rock, kankar, not requiring blasting and as directed by officers |
| 235 | 6m to 7m depth |
| 236 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge ) for the following including mixing, placing, ramming,finishing curing etc. complete in accordance with specification and as directed by the Officers |
| 237 | 4.50 m to 9.0 m depth below GL |
| 238 | 1.50 m to 4.50 m depth below GL |
| 239 | R.C.C using M30 design mix using 20mm HBGS excluding cost of centering, strutting and cost of reinforcement grills in position including mixing laying of concrete, vibrating with machanical vibrators , ramming consolidating finishing curing etc complete complying with standard specification and as directed by the Officer. |
| 240 | 4.50 m to 9.0 m depth below GL |
| 241 | 1.50 m to 4.50 m depth below GL |
| 242 | upto 1.50 m depth below GL |
| 243 | 0 m to 4.50 m height above GL |
| 244 | 4.50 m to 7.32 m height above GL |
| 245 | 7.32 m to 10.98m height above GL |
| 246 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.The steel should conform to the relevant ISspecification and supplied with test certificate (Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete. |
| 247 | Centering for soffits of RCC members or plane surface including shuttering, strutting to the centering and providing supports etc. complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90cm C/C and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights and as directed by the Officers. The centering should be removed after the specified striping time of the concrete as per IS-456/1978. |
| 248 | Plain Surface |
| 249 | Below GL and upto 3.30m height |
| 250 | Above 3.30m to 4.30m height |
| 251 | Above 4.30m to 5.30m height |
| 252 | Above 5.30m to 6.30m height |
| 253 | Above 6.30m to 7.30m height |
| 254 | Above 7.30m to 8.30m height |
| 255 | Square Column: |
| 256 | Below GL and upto 3.30m height |
| 257 | Above 3.30m to 4.30m height |
| 258 | Above 4.30m to 5.30m height |
| 259 | Above 5.30m to 6.30m height |
| 260 | Above 6.30m to 7.30m height |
| 261 | Above 7.30m to 8.30m height |
| 262 | Brick work in CM 1:5 using country bricks of size 8.75\\" x 4.25\\" x 2\\" including cost of all materials, labour charges, curing etc., complete and as directed by officers. |
| 263 | Up to 4.5 m above ground level |
| 264 | Above 4.5 m above ground level |
| 265 | Special ceiling plastering for RCC slabs, beams and sunshades with cement mortar 1:3, 10 mm thick including cost of all materials, labour charges, hacking, curing etc., c complete and as directed by officers. |
| 266 | Plastering with cement mortar 1:5, 12 mm thick including cost of all materials, labour charges, curing etc., complete and as directed by officers. |
| 267 | Flooring finishing by Ellis pattern flooring with cement mortar 1:3 (one cement and three 3mm to 10 mm hard broken stone chiipings and no sand to be added) 20 mm thick floor finish etc., complete and as directed by the Officers. |
| 268 | Weathering course with surki concrete by using broken brick jelly 20 mm size in pure slaked lime over RCC roof slab, the proportion [being 32:12.5] for required depth of 80 mm for giving required slope and thickness to roof as required, well beaten with wooden beaters, including cost of all materials, labour charges, curing etc., complete and as directed by officers. |
| 269 | Finishing the top of weathering course with one coarse of hydraulic machine pressed tiles of size 20 cm x 20 cm x 2 cm of approved quality using CM 1:3 mixed with crude oil 10% by weight of cement and pointed with same oiled mortar including cost of all materals, labour charges, curing etc., complete and as directed by officers. |
| 270 | Applying two coats of cement paint of approved colour and quality over cement plastered wall surfaces and new surfaces including cleaning, preparing the suface area, cost of all materials, labour charges, curing etc. complete and as directed by officers. |
| 271 | White washing two coats using fine screened shell lime including cost of all materials, labour charges, etc. complete and as directed by officers. |
| 272 | Providing and fixing aluminium work for windows and ventilators with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions,For shutters of doors, windows & ventilators providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required Anodised aluminium dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15), with float glass panes of 4 mm thickness as directed by the Officers |
| 273 | Window 1.50 m x 1.50 m |
| 274 | Window 1.50 m x 0.45 m |
| 275 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 Part I and MS top cover of required thickness of rolling shutters 80 x 1.25 mm MS Laths with thick 1.25 mm top cover including two coats of enamel paint of required shade as directed by the Officers. |
| 276 | Rolling Shutters 4.00 m x 3.00 m |
| 277 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:two or more coats on new work |
| 278 | Providing and fixing of cut stone (Rough dressed) set in CM 1:3 of size 0.45 X 0.45 X 0.15M at site including cost of all materials, labour charges, curing etc., complete and as directed by Officers. |
| 279 | Supply,Delivery and fixing of CI Manhole frame with cover of following size including cost of all materials, fixing including cost of MS clamps, bolts and nuts etc. complete and as directed by officers. |
| 280 | Size 0.75m x0.75m |
| 281 | Provision for supply & fixing of 6 mm MS Chequred plate using ISMB 450 for support for covering the opening including Painting etc. complete.as directed by officers. |
| 282 | Supply and fixing of Ladder inside the Sump of RCC M20 including cost of reinforcement, shuttering , fixing materials etc. complete and as directed by officers. |
| 283 | Refilling the sides of foundation with excavated earth (other than sand) in layers of 15cm thick, watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the placed shown as per Standard specification |
| 284 | Inlet and Overflow Pipe Connections |
| 285 | Earth work excavation for laying of pipe in all types of Strata in the following classification of soils and deposting on bank within an initial lead of 10m and initial lift of 2.00m and trench width of 1.00m/0.90m/0.80m including shoring strutting and bailing out water from the trenches wherever necessary and all the incidental charges providing danger lights etc.complete and as directed by NTADCL officers as per SS20B and IS 1200/1974 of IS 3764/1974 and amended from time to time .In hard stiff clay, stiff block cotton, hard red earth, shales, murams, gravel, stony earth and earth mixed with small sized boulders and hard gravally soil,and in Soft disintegrated rock, laterite, soft rock ,kanker not requiring blasting, and in medium rock and dense medium rock not requiring blasting and in medium rock, dense medium rock not requiring blasting etc., complete |
| 286 | 300 mm CI pipes and Specials |
| 287 | Lowering the following sizes of CI pipes and specials into the trench and laying to proper grade and alignment upto 2 m depth and as directed by Officers |
| 288 | 300 mm CI D/F pipes and Specials |
| 289 | Jointing CI D/F pipes and Specials with rubber insertion to the required specification with MS bolts and nuts complete (including cost of jointing materials) |
| 290 | 350 mm dia CI D/F pipes and specials |
| 291 | 300 mm dia CI D/F pipes and specials |
| 292 | Construction of masonry valve pit as per Type design for Sluice Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. |
| 293 | 300 mm in 300 mm CI main |
| 294 | Construction of masonry valve pit as per Type design for full Bore Electromagnetic flow meter including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following flow meter including charges for refilling the sides of the pit etc., complete and as directed by Officers. |
| 295 | 300 mm in 300 mm CI Main |
| 296 | Refilling with excavated soil (other than sand) in respect of following sizes of pipes in layers of 15 cm thick well rammed, watering consolidated, and complying with standard specifications for filling the trenches after the pipes and specials are laid, jointed and tested removing and spreading the surplus earth at the places shown by the Officers. |
| 297 | 300 mm CI pipes and Specials |
| 298 | Supply and delivery of Cast Iron Flanged pipes and specials of the following sizes suitable for usewith IS marking suitable for use in water supply main required for Odai crossings including, loading, freight, unloading insurance all taxes and stocking at site. including cost of specials, but excluding excise duty etc., complete and as directed by officers. |
| 299 | Standard CI Flanged Specials |
| 300 | 250-400mm |
| 301 | Non -Standard CI Flanged Pipes |
| 302 | 250-400mm |
| 303 | Supply and Delivery of Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of (kilolitres/ cubicmeter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. 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 Higher flow 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, self-prompting menu driven. . |
| 304 | 300 mm dia in 300 mm pipeline |
| 305 | Supply and delivery of Cast Iron double flanged Sluice valve including cost of the following sizes with cap of class PN1.6 with non raising high tensile brass spindle valve operating in anticlockwise direction with IS marking suitable for use in water supply main including, loading, freight, unloading insurance all taxes and stocking at site. including cost of valves and all the incidental charges but excluding excise duty etc., complete and as directed by officers. |
| 306 | 300 mm CI D/F Sluice Valve in 300 mm CI main |
| 307 | Compound Wall |
| 308 | Earthwork excavation and depositing on bank for foundation, within initial lead of 10m and initial lift of 2m including shoring, strutting and baling out water wherever necessary and all other incidental works, as directed by the departmental Officers in the following classification of soil. |
| 309 | Hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil |
| 310 | 0 to 2m depth |
| 311 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge ) for the following including mixing, placing, ramming,finishing curing etc. complete in accordance with specification and as directed by the Officers |
| 312 | upto 1.50 m depth below GL |
| 313 | Random rubble stone masonry in CM 1:5 (one cement and five sand) using rough stone and bond stone for foundation and basement including curing and finishing etc, complete complying with standard specification and as directed by the Officers. |
| 314 | Brick work in CM 1:5 using country bricks of size 8.75\\" x 4.25\\" x 2\\" including cost of all materials, labour charges, curing etc., complete and as directed by officers. |
| 315 | Up to 4.5 m above ground level |
| 316 | Plastering with cement mortar 1:5, 12 mm thick including cost of all materials, labour charges, curing etc., complete and as directed by officers. |
| 317 | R.C.C using M20, 1:1.5:3 mix using 20mm HBGS excluding cost of centering, strutting and cost of reinforcement grills in position including mixing laying of concrete, vibrating with machanical vibrators , ramming consolidating finishing curing etc complete complying with standard specification and as directed by the Officer. |
| 318 | 0 m to 4.50 m height above GL |
| 319 | Centering for soffits of RCC members or plane surface including shuttering, strutting to the centering and providing supports etc. complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90cm C/C and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights and as directed by the Officers. The centering should be removed after the specified striping time of the concrete as per IS-456/1978. |
| 320 | Plain Surface |
| 321 | Below GL and upto 3.30m height |
| 322 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.The steel should conform to the relevant ISspecification and supplied with test certificate (Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete. |
| 323 | Applying two coats of cement paint of approved colour and quality over cement plastered wall surfaces and new surfaces including cleaning, preparing the suface area, cost of all materials, labour charges, curing etc. complete and as directed by officers. |
| 324 | Supply and Delivery Fabrication of MSGate with outer frame and shutter frame in MS angle of size 75 mm x 75 mm x 8 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 mm gauge with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete and as directed by the Officers |
| 325 | Fully panelled Double leaf - Gate5.00 m x 2.00 m |
| 326 | Part - III - Electrical & Mechanical Works |
| 327 | A. PumpSets |
| 328 | Supply and delievery of Vertical Oil lubricated statically, dynamically, hydraulically balanced turbine pump capable of discharging 3542 lpm against a total head of 171 m of water column due to all causes with surface recharge head confirming to IS 1710 and as amended as as on date with following accessories to suit the site condition. The speed No.of stages, sizes of column pipes and line shaft indicated is based on site condition prevailing during investigation. (3 - nos -2 Nos. working and 1 No. standby).The pump should be supplied with non reverable ratcher pin housing safety clutch, suction strainer etc. a) Bowl assembly with bronze impeller, discharge case, CI Bell mouth, strainer. b) Suitable mm dia S.S.401 head shaft.c) Suitable mm dia SS 401 line shafts of 1.5 m length with required numbers to suit the well depth.d) Suitable mm dia and suitable mm thick MS oil tube to the required length and numbers.e) Bronze line shaftkl bearing required Nos.) Rubber stabilizer required Nos.g) GM basketkl type strainer of suitable dia.h) ERW suitable mm dia flanged joint/column pipe 1.5 m length required Nos.One suspension length of 7m with length extra column pipe assembly.I) MS clamps suitable for column pipe/oil tube required Nos./line shaft.j) Suitable spanner set - 1 set.k) Solenoid coil operated lubricating system - 1 set. |
| 329 | The motor should be suitable for operation at 415 volts, 3 Phase, A.C. supply 50 H.Z, with F Class insulation SPDP enclosure, Degree of protection IP 23 conforming to latest I.S. 325 with inbuilt thrust bearing assembly and non reverse ratchet assembly etc. complete. The motor should also be suitable for operation with a voltage variation of + or - 10% and frequency variation of + 5% and any combination of these two..'I) The pump should deliver not less than 7084 lpm at duty head of 171 m even @ 47.5 cycles frequency while any 2 Nos of pumpsets is running . Accordingly the pumpsets have to be designed. However positive tolerance on discharge can be allowed as per relevant IS but no negative tolerance is allowed.ii) Torque of the motor should not get over load at any point of operation between lowest water level and maximum water level.The pump should be coupled to a suitable vertical hollow shaft, flange mounted construction continuous rated squirrel cage induction Motor conforming to latest I.S. 2284/1985.' |
| 330 | Supply and delivery of vertical Hollow shaft Squirrel cage induction motor (IS 325) suitble for the above pump continuous rated SPDP Class 'F' insulation, squirrel cage induction motor confirming to IS 325 for operation in AC, 3 Phase/50 HZ 415V(+6%,-15%) running with a speed of pump noted abovel and with in built thrust bearing assembly capable of taking up the entire load and non - reverse ratchet assembly etc., complete. The motor rating notled above is the minimum and shall be such that it should anever be over loaded when the pump works at MWL conditionl and shall be 10% over and above the maximum HP absorbed by the pump. The motor offered should be energy efficiency motors to have maximum efficiency at high power factor. Separate thurst bearing assembly could also be supplied to take up the down load. |
| 331 | 3542 Lpm x 171 m turbine pump (Oil lubrication) |
| 332 | Supply and delivery of Flex compensated Magnetic Amplifier Soft Staters of air cooled suitable for the squirrel cage induction motor for operation in AC 3 phase /50 HZ/415 V (+6%or -10 %) to have smooth starting of motor with gradual acceleration and reducing the starting current. The starter should have under voltage, over load relay, with suitable ammeter indicater lamp, etc. The starter should act as auto transformer starters as protective devices including all taxes, duties and F.O.R. at site.i)Under Voltage release with no volt coil.ii)Over load relay with oil dash pot arrangements.iii) Single phasing preventor.v) Mounted on Ammeter.vi) Earth leakage relay. |
| 333 | Supply and delivery of 150mm dia Bourden tube type pressure gauge with concentric scale suitable for pumpsts in item 1 duly mounted on a teack wood Board to be fixed on well of the pump house with required copper impulse tube, stop cock etc. complete. The gauge should conform to relevant IS 3624. |
| 334 | Notice: |
| 335 | i) Pressure guage should have twice working pressure of pump with red marking at duty point |
| 336 | ii) The maximum range should be above the shut off head |
| 337 | Supply and delivery of .Plinth mounted 250 kVA, 22 kV / 433 V Outdoor Oil Cooled Transformer with off Circuit (As per IS 1180-Level 1 with suitable HT LT Cable Entry Boxes, Copper Extension for Cable End Termination for HT & LT sides, Bucholz Relay, Marshaling Box, etc.The transformer may be contained in a plain M.S. radiator cooled tank and shall confirm IS 2026 with offload tap switch for 10% on L.Tside and 5%on H.V side the transformer should be suitable for parrallel operation having some impedence voltage, vector group frequency etc.The temperature rise as measured for oil thermo meter shall not exceed 45' C and of winding by measurement of resistance shall not exceed 50' C over an ambient temperature of 50' C maximum.The transformer should be supplied with first filling of oil and consisting of the the following accessories suitable for plinth mounting outdoor type.To be provided with Rating and diagram plate,Earthing ferminals,Lifting Lugs,Thermo meter pocket with thermo meter,Air release hole with plug,Oil filting hole with or conservator,Silica gel brether,Oil level indicater,Off circuit tap switch ,Dram valve with plug,Oil conservator with dram plug,Filter valve with plg,Roller,Explosion vent with single diaphram,Jacking lugs,Inspection cover,H.V. bushes with archang,L.T. and insulated terminal box,Oil temperture indicator,Pressure relief valve and Uni directional controller. |
| 338 | Accessories in Transformer Yard |
| 339 | Providing masonry plinths for erecting transformers as per I.E. rules. |
| 340 | Fencing of transformer yard, gate etc. including supply and spreading of metals around transformer portion and flooring the transformer yard. |
| 341 | Twin CI Earthing as per IS 3043 / 1987 and latest amendments) and as per CEIG rule including cost of materials required such as copper, other materials etc. complete. |
| 342 | Transformer sub station erection charges |
| 343 | Air Circuit Breaker 630 Amps 500V, 3 phase - 4 Pole (incomer) (with shunt release, under voltage release, over current and short circuit releases to control the incoming supply from mains to the transformers. |
| 344 | Design and preparation of required physical schematic layout and CEIG drawings for the installations and obtaining the approval from CEIG for the installation and also getting necessary safety certificats including submission of report, completion plan & rectification report |
| 345 | Supply & delivery of floor mounting type weather, vermin and dust proof powder coated L.T. cubical panel board made of 14 SWG MS sheet & MS angle iron frame work with enclosed 4 Nos of Aluminium busbars of Electrolyte grade E.91,PVC sleeved of suitable size for phase and neutral with hinged front door and railway lock and key arrangements. The bus bars shall be of ample current carrying capacity with all internal wiring as per I.E.rules and as per IS 8633 and as per safety requirement of CEIG. The design of panel board should facilitate for quick operation of all switches from front side. The panel board should be completed with all internal iring including necessary earthing arrangements and consists of the components for controlling incoming and outgoing supply. |
| 346 | The incoming shall be provided with: |
| 347 | Air Circuit Breaker 800 Amps 500V, 3 phase - 4 Pole (with shunt release, under voltage release, over current and short circuit releases to control the incoming supply to the bus bars in the cubical panel board from the transformers. II)1 No 144mm square type 0-500V. digital volt meter with phase selector switch & slide lock fuses, one for the motor and the other for capacitor bank in the outgoing feeder. iii) 2 Nos 144 square type 0 - Ampere , digital Ammeter meter,with slidelock fuses, one for the motor and the other for capacitor bank in the outgoing feeder.(The maximum range shall be double the rated current at full load for the motor and double the maximum current of the capacitor bank) |
| 348 | iv) 1 No.Three phase,4 wire, digital KWHr meter for direct reading suitable for the motor offered above to monitor the specific energy consumption of each motor with IS mark as per IS 13010/89 and as amended from time to time. V)1 No.144mm square type digital P.F meter vi)5 Nos RYB & LED ON /OFF indicating lamps with control fuse/switch. vii)1 set C.T suitable for the instruements. viii) 1 set earth fault relay. |
| 349 | The outgoing feeder shall be provided with |
| 350 | Moulded case Circuit Breaker (MCCB) 400 Amps for Pumpset |
| 351 | Moulded case Circuit Breaker (MCCB) 125 Amps for capacitor Bank |
| 352 | Moulded case Circuit Breaker (MCB) 63 Amps for lighting and spare load |
| 353 | Supply, delivery and errection of 2 nos of 100 KVAR Mixed die Electric Capacitors with TNEB Test Certificate including banking conform to IS 2834 suitable for 415 volts, 3 phase, 50 Hz. AC supply for Auto power factor control unit with copper bus bars of ample current carrying capacity, sheet steel terminals, cable gland unit rating plate as per site conditions, tie rod , gasket, base frame and etc. complete with adequate size cable of required length for capacitors bank to maintain 0.95PF lead current to be provided with banking arrangements and connected to the main panel board with all accessories as per CEIG requirements |
| 354 | Supply and delivery of heavy duty 1.1 KV grade of following size cable PVC insulated, PVC outer and inner sheath, galvanished steel armoured aluminimum conductor cable (XLPE) as per IS 1554 (Part I) to be laid in between Transformer to M.V panel |
| 355 | 3 Run 3.5 core x 300 sq.mm |
| 356 | Laying the above cable in single run between transformer to MV panel through EB metering unit. In ground |
| 357 | Laying the above cable in single run between transformer to MV panel through EB metering unit. In ground |
| 358 | Jointing the above cable between the transformer and MV panel board. |
| 359 | Supply and delivery of heavy duty 1.1 KV grade of following size cable PVC insulated, PVC outer and inner sheath, galvanished steel armoured aluminimum conductor cable (XLPE)as per IS 1554 (Part I) to be laid in between M.V. switch board starter and motor for pumpset. |
| 360 | 1 Run 3.5 core x 150 sq.mm MV panel to starter |
| 361 | 1 Run 3.0 core x 150 sq.mm |
| 362 | Laying the above cable between M.V. switch board starter and motor in cable trench as per I.E. rules |
| 363 | Jointing the following cable between the MV switch Board starter and motor |
| 364 | 1 Run 3.5 core x 150 sq.mm |
| 365 | 1 Run 3 core x 150 sq.mm |
| 366 | Supply and delivery of heavy duty 1.1 KV grade of following size cable PVC insulated, PVC outer and inner sheath, galvanished steel armoured aluminimum conductor cable (XLPE)as per IS 1554 (Part I) to be laid in between M.V. switch board and lighting |
| 367 | 1 Run 3 core x 16 sq.mm |
| 368 | Laying the above cable between M.V. switch board and lighting |
| 369 | Jointing the above cable between the MV switch Board starter and motor |
| 370 | Supply and delivery of heavty duty 1.1kv grade of following size cable PVC insulated, PVC outer and inner sheath, galvanised steel armounred aluminium conductor cable as per IS 1554 (Part I) to be laid in between capacitor bank and MV panel. |
| 371 | 3c x 50 sq.mm. For capacitor panel. |
| 372 | Laying the above cable between MV switch board starter and capacitor panel. in cable trench as per I.E. rules |
| 373 | Jointing the above cable between the MV switch Board starter and capacitor panel. |
| 374 | TWIN CI earthing as per IS 3043/1987 and latest amendments |
| 375 | Above 150 HP installation |
| 376 | Lighting Arrangements |
| 377 | Providing lighting wiring using MS conduit pipes and specials with 2 runs 1.5 sq.mm PVC copper wire and 1 run 12 SWG GI wire for earthing for light, fans and 5A plug points including switch box, 5A switch sockets, ceiling rose and consumables. |
| 378 | 1200mm twin type fluorescent tubes with industrial type Fluorescent fitting stove enamelled with copper choke and condensor |
| 379 | Supplying and fixing of AC Exhaust Fan 450 mm (18\\") sweep (Heavy Duty) |
| 380 | Supplying and Fixing 3 pin type , combined 15 Amps flush type socket and a 15 Amps SP switch surface mounting in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required. Three way plug. Complete as directed by Engineer. |
| 381 | Supply and delivery of Mercury vapour discharge lamp 230 V grade 3 pin BC- 250 W with necessary fitting etc. complete - 400 watts |
| 382 | Water tight bulk head to suit for 60 /100 Watts with heavy guard type -make Philips/Bajaj/Crompton |
| 383 | PL lamp 36 Watts-Osram/Philips make |
| 384 | 25 mm PVC rigid pipes 1.8 mm thick with IS mark |
| 385 | Supply and fixing of 1 x 40 W single type street light fluorescent fitting suitable for one number fluorescent tube with copper choke and condensor complete |
| 386 | Supply and delivery of following safety appliances as per IE rules |
| 387 | Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder-1No |
| 388 | Electrical quality 6mm thick rubber mat--3Nos |
| 389 | Laminated shock treatment chart--1Nos |
| 390 | Wooden First Aid Box--1No |
| 391 | Rechargeable Emergency lamp (600mmfluorescent lamp) - 1 No |
| 392 | 2 Nos. - 5 kg capacity dry chemical powder type fire extinguishers. |
| 393 | Fire buckets - 3 Nos hooked in MS stand. |
| 394 | Teak Wood ladder –5m Ht. |
| 395 | 3 Nos. 5 M long Fiber Earth discharge rod with copper clamp and wire.., complete |
| 396 | Supply and delivery of 5 Tonne capacity hand operated travelling crane suitable for a span upto 8 metres with clear lift upto 6 metres including spun gear type chain pulley and geared travelling trolly complete with all accessories. |
| 397 | Supply and delivery of following set of tools mounted on a teak wood board to be fixed on the wall of the pump house. |
| 398 | 6” Chain wrench best India make or equivalent |
| 399 | 8”Chain Wrench Best India Make or equivalent |
| 400 | Connector Screw Driver 901 Taparia Make or equivalent |
| 401 | 200mm Screw Driver 825 Taparia Make or equivalent |
| 402 | 300mm Screw Driver 829 Taparia Make or equivalent |
| 403 | 400mm Screw Driver 930 Taparia Make or equivalent |
| 404 | 200mm Cutting Plier Taparia Make or equivalent |
| 405 | 800gm Ball Pane Hammer with Handle Taparia Make or equivalent |
| 406 | Digital Tong Tester CE Make or equivalent |
| 407 | Digital Multi Meter CE Make or equivalent |
| 408 | 15” Screw Spanner Taparia Make or equivalent |
| 409 | 12” Bearing Puller |
| 410 | Lever Type Grease Gun |
| 411 | 12”Screw Spanner |
| 412 | Crow Bar 5” |
| 413 | 1” Cold Chisel |
| 414 | Hacksaw Frame with Blade |
| 415 | Electrical Air Blower |
| 416 | Digital Tachometer |
| 417 | Hand Crimpling Tool 8” |
| 418 | DE Spanner set 6 to 32 Jhalani Make or equivalent |
| 419 | Rings spanner set 6 to 32 Jhalani Make or equivalent |
| 420 | Pipe Wrench 24” Jhalani Make or equivalent |
| 421 | Pipe Wrench 14” Jhalani Make or equivalent |
| 422 | 12” Flat rough File Scissors Make or equivalent |
| 423 | 12” Flat smooth File Scissors Make or equivalent |
| 424 | 12”Round File Rough Scissors Make or equivalent |
| 425 | 12” Round File Smooth Scissors Make or equivalent |
| 426 | 12”Half Round File Rough Scissors Make or equivalent |
| 427 | 12”Half Round File Smooth Scissors Make or equivalent |
| 428 | Supply and delivery of 450 mm CI multi door non return valve PN 2.0 confirming to IS: 5312/2003 part I & II with dash pot arrangements for 90% fast closing and 10% slow closing.in 450 mm CI Main outside Pump House. |
| 429 | Supply and delivery of 450 mm dia CI D/F Sluce valve with hand wheel etc. conforming to I.S. to withstand a working pressure of 20 KSC Heavy type IS 14846 /2000 PN 2.0 (20 Ksc) in 450 mm CI main outside Pump House |
| 430 | Supply and delivery & erection of Electromagnetic Flow Meter conforming to ISO 17025 Standard shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of kiloliters and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon street flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber / Polyurethane/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. |
| 431 | 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 coil excitation 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. |
| 432 | 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 etc.complete as per standard specification and as directed by the officers. |
| 433 | 450 mm dia Electromagnetic Flow Meter |
| 434 | PIPE CONNECTION WORKS FOR DELIVEY PIPE |
| 435 | Materials |
| 436 | Supply and delivery of CI Sluice valve with cap/wheel arrangements to be used in pump houses (long body / long face to face) conforming to relevant IS 14846/2000/ PN 1.0 with ISI Marking to be fixed on pumping main near Pump house etc., complete and as directed by the officials. |
| 437 | 300 mm dia CI D/F Sulice Valve |
| 438 | Supply and delivery of CI Reflux valve with bye-pass arrangements to be used in pump houses (long body / long face to face) conforming to relevant IS 5312/2004/ PART I/ 84 PN 1.0 to be fixed on pumping main near Pump house etc., complete and as directed by the officials. |
| 439 | 300 mm dia CI D/F Reflex Valve |
| 440 | Supply and delivery of CI D/F Pipes & specials as per ISI 7181/ 1986 & 1537/ 1996 specification including loading, transportation, insurance, unloading at site of work in good condition etc. complete and as directed by TWAD Board officers |
| 441 | Non-Standard D/F Pipes (250 - 400mm) |
| 442 | 300 mm dia 1.30 m D/F Pipe - 3 Nos. x 228.15 Kg |
| 443 | Non-Standard D/F Pipes (450 - 750 mm) |
| 444 | 450 mm dia 1.50 m D/F Pipe - 2 Nos x 306.50 Kg |
| 445 | 450 mm dia 0.75 m D/F Pipe - 1 No. x 179.75 Kg |
| 446 | 450 mm dia 1.0 m D/F Pipe - 2 Nos. x 222.00 Kg |
| 447 | Standard D/F Specials (250 - 400 mm) |
| 448 | 300 mm x 300 mm x 300 mm dia CI A/F TEE - 3 x 151.00 Kg |
| 449 | 200 mm x 300 mm dia CI taper -3 x 38 Kg |
| 450 | Standard D/F Specials (450 - 750 mm) |
| 451 | 300 mm x 450 mm dia CI taper - 1 x 128 Kg |
| 452 | 450 mm x 900 CI D/FBend - 2 x 226.00 Kg |
| 453 | 450 mm x 90 0CI D/F Dk.Ft.Bend-1 x 350 Kg |
| 454 | 450 mm CI Fl/Skt Tail piece-1 x 142 Kg |
| 455 | B. Civil Works |
| 456 | Earth work excavation for laying of pipe in all types of Strata in the following classification of soils and deposting on bank within an initial lead of 10m and initial lift of 2.00m and trench width of 1.00m/0.90m/0.80m including shoring strutting and bailing out water from the trenches wherever necessary and all the incidental charges providing danger lights etc.complete and as directed by officers as per SS20B and IS 1200/1974 of IS 3764/1974 and amended from time to time .In hard stiff clay, stiff block cotton, hard red earth, shales, murams, gravel, stony earth and earth mixed with small sized boulders and hard gravally soil,and in Soft disintegrated rock, laterite, soft rock ,kanker not requiring blasting, and in medium rock and dense medium rock not requiring blasting and in medium rock, dense medium rock not requiring blasting etc., complete |
| 457 | 450 mm CI pipes and Specials |
| 458 | Lowering the following sizes of CI pipes and specials into the trench and laying to proper grade and alignment upto 2 m depth and as directed by Officers |
| 459 | 450 mm CI D/F pipes and Specials |
| 460 | Jointing CI D/F pipes and Specials with rubber insertion to the required specification with MS bolts and nuts complete (including cost of jointing materials) |
| 461 | 450 mm dia CI D/F pipes and specials |
| 462 | Construction of masonry valve pit as per Type design for Sluice Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. |
| 463 | 450 mm Sluice valve in 450 mm CI main |
| 464 | 450 mm Non Return valve in 450 mm CI main |
| 465 | Construction of masonry valve pit as per Type design for full Bore Electromagnetic flow meter including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following flow meter including charges for refilling the sides of the pit etc., complete and as directed by Officers. |
| 466 | 450 mm in 450 mm CI Main |
| 467 | Refilling with excavated soil (other than sand) in respect of following sizes of pipes in layers of 15 cm thick well rammed, watering consolidated, and complying with standard specifications for filling the trenches after the pipes and specials are laid, jointed and tested removing and spreading the surplus earth at the places shown by the Officers. |
| 468 | 450 mm CI pipes and Specials |
| 469 | Supply, erection and commissioning of 160 kW, 415 V, 3 Phase, Variable Frequency Drive (V.F.D) with weather proof panel with powder coated finish consisting of remote key pad, 4- 20 mA & Modbus output, serial communication RS-485, Input Chock, output chock in case of motor distance more than 150 meters from VFD, VFD should accept output from PLC/DCS for auto operation, Panel consists of suitable rating, 3 Pole, 415 Volt, MCCB, 5A, 230 Volt local / Remote selection and manual /auto through PLC mode operation selection, 6\\" Cooling fan with dust filters for air inlet & outlet, Panel indication LED lamps for R,Y,B power supply / ON / OFF / TRIP / MAINS ON, ON/OFF push buttons, Potentio meter with fine tuning for controlling VFD frequency, Glass envelop for monitoring VFD display panel, Control transformer 100 VA., 6 A MCB for controlling primary & secondary of control transformer, Inbuilt PLC with minimum I/O's for future interlock, Plug-in relay, 5 pin type, 50 sq.mm bus bar type cable terminal connector - 8 Nos. for power cable terminations & 10 sq.mm cable terminal connector - 20 Nos. VFD panel should be made with min. 2.5 mm thick sheet steel with powder coat finish & IP 55 protection to be given with stand alone type. Capacitor with APFC panel & Harmonic Panel etc., complete complying with standard specification and as directed by Officers. |
| 470 | Fabrication & Supply of M V Cubical Panel board vermin proof box of CRCA sheet 16 SWG powder coated, door with 180 degree opening, poly urethane/rubber gaskets as per IE rules - 1m2, Panel type: Compartmentalized .etc., complete complying with standard specification and as directed by Officers. |
| 471 | Supply, erection, testing, commissioning of capacitor, detuned reactor with TNEB test certificate with accessories including banking conform to IS 2834 etc., complete complying with standard specification and as directed |
| 472 | Harmonic Supperssion panel |
| 473 | Supply and delivery of 3.5 core X 300 sq.mm. 1100V AC, XLPE, Aluminium Armoured UG Cable with ISI MARK from PCC panel to PMCC Panel, PMCC panel to VFD Panel etc., complete complying with standard specification and as directed by Officers. |
| 474 | Laying the above cable per I.E. rules |
| 475 | Jointing the above cable |
| 476 | Supply and delivery of 3 core X 240 sq.mm. 1100V AC, XLPE, Aluminium Armoured UG Cable with ISI MARK from VFD panel to Motors etc., complete complying with standard specification and as directed by Officers. |
| 477 | Laying the above cable per I.E. rules |
| 478 | Jointing the above cable |
| 479 | Supply and delivery of 4 Runs of 3.5 core X 300 sq.mm. 1100V AC, XLPE, Aluminium Armoured UG Cable with ISI MARK from DG set to PMCC panel .etc., complete complying with standard specification and as directed by Officers. |
| 480 | Laying the above cable per I.E. rules |
| 481 | Jointing the above cable |
| 482 | Supply and delivery of 3.5 core X 300 sq.mm. 1100V AC, XLPE, Aluminium Armoured UG Cable with ISI MARK from APFC & Harmonic panel etc., complete complying with standard specification and as directed by Officers. |
| 483 | Laying the above cable per I.E. rules |
| 484 | Jointing the above cable |
| 485 | Supply and delivery of 1Run x 4 core X 2.5 sq.mm, Copper conductor, armoured, PVC insulated, UG Cable with ISI MARK for LDB & PDB etc., complete complying with standard specification and as directed by Officers. |
| 486 | Erection testing and commissioning of 3 Nos. turbine pumpsets, motors , panel boards, meter boards, starters, capacitors, valves & 3Nos. Transformers, in pump room including civil works |
| 487 | Diesel Generator |
| 488 | Supply , installation ,testing and commissioning of 500 kVA, 400 V, 50 Hz, 3 phase, 4 wire, out door mounted, of reputed make with weather proof staunless steel enclosure along with Auto Main Failure (AMF) panel including supply of necessary control cables and accessories for interconnection and also including supply and installation of extended exhaust system. between the DG set and ATs as per specification. |
| 489 | Supply and delivery of heavy duty 1.1 KV grade of 3 Run 3.5 core x 300 sq.mm cable PVC insulated, PVC outer and inner sheath, galvanished steel armoured aluminimum conductor cable (XLPE) as per IS 1554 (Part I) to be laid in between Generator to Panel Board |
| 490 | Laying the above cable in single run between Generator to Panel Board In ground as per IE rules |
| 491 | Jointing the above cable |
| 492 | Construction of Shed for Generator |
| 493 | Earthwork excavation and depositing on bank for foundation, within initial lead of 10m and initial lift of 2m including shoring, strutting and baling out water wherever necessary and all other incidental works, as directed by the departmental Officers in the following classification of soil. |
| 494 | Hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil |
| 495 | 0 to 2m depth |
| 496 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge ) for the following including mixing, placing, ramming,finishing curing etc. complete in accordance with specification and as directed by the Officers |
| 497 | upto 1.50 m depth below GL |
| 498 | R.C.C using M15, 1:2:4 mix using 20mm HBGS excluding cost of centering, strutting and cost of reinforcement grills in position including mixing laying of concrete, vibrating with machanical vibrators , ramming consolidating finishing curing etc complete complying with standard specification and as directed by the Officer. |
| 499 | upto 1.50 m depth below GL |
| 500 | Centering for soffits of RCC members or plane surface including shuttering, strutting to the centering and providing supports etc. complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90cm C/C and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights and as directed by the Officers. The centering should be removed after the specified striping time of the concrete as per IS-456/1978. |
| 501 | Plain Surface |
| 502 | Below GL and upto 3.30m height |
| 503 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.The steel should conform to the relevant ISspecification and supplied with test certificate (Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete. |
| 504 | Plain Cement Concrete 1:2:4 (one cement, two sand and four hard granite broken stone of 20mm size ISS gauge ) for the following including mixing, placing, ramming,finishing curing etc. complete in accordance with specification and as directed by the Officers |
| 505 | upto 4.50 m above GL |
| 506 | Plastering with cement mortar 1:3, 20 mm thick including cost of all materials, labour charges, curing etc., complete and as directed by officers. |
| 507 | M.S. structural works in roof trusses with tubular sections/ hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS: 1161- 1998 connected to one another with bracket, gusset cleats as per design, drawing & direction of Officer-in-charge complete including cutting to requisite shape & size, fabrication with necessary metal arc welding conforming to IS: 816- 1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete at any height.The rate includes the cost of all MS hollow section/ rolled steel section, all consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental charges (such as electricity, labour insurance) etc. all complete |
| 508 | Part - IV : Maintenance of the Scheme for a period of OneYear (12 months) |
| 509 | Maintenance of the project executed under this scope successfully for a period of 12 months (One Years) from the successful commissioning of the project (after satisfactory completion of Trial Run for a period of 6 months) including all costs towards labour, spares, consumables, chemicals, repairs and renewals etc., complete (but excluding Electrical Energy charges payable to TNEB which will be borne by NTADCL) as directed by Officers, and as per maintenance period clause of Technical specification. |
| 510 | For One year (12 Months) ANNEXURE - I (ABSTRACT FOR PIPE STATEMENT) Sl. No Description LS Length 450 mm DI 400 mm O-PVC 315 mm O-PVC 200 mm O-PVC 160 mm O-PVC From To K9 PN 12.5 CL 500 PN 12.5 CL 500 PN 12.5 CL 500 PN 12.5 CL 500 |
| 511 | Common Pipeline from Pumping Station at WDS 24 - LS 0 to LS 26160 m |
| 512 | Common Pipeline for Defence Industrial Park and Semi-conductor Industrial Park - LS 26160 to LS 31620 m |
| 513 | Dedicated Pipeline to Semi-conductor Industrial Park, Kethanur LS 31620 to LS 41205 m |
| 514 | Dedicated Pipeline to Defence Industrial Park, Varapatti |
| 515 | Dedicated Pipeline to Aerospace Industrial Park, Sulur 3600.0 6990.0 3390.0 3390.0 TOTAL 50865.0 26160.0 5460.0 12255.0 3600.0 3390.0 COMMON PIPELINE -DI DI Specials in Main sl no Reach Name of specials qty Weight / each DI S/S SPECIALS (100mm to 200mm) in kg std |
| 516 | Common pipeline 450 mm x 90 deg DI K9 D/S Bend 22.0 nos 147.0 3234.0 Kg 450 mm x 45 deg DI K9 D/S Bend 144.0 nos 107.0 15408.0 Kg 450 mm x 450 mm x 450 mm DI A/S TEE 1.0 No 165.0 165.0 Kg 450 mm x 400 mm DI D/S Reducer 1.0 No 69.0 69.0 Kg 450 mm x 250 mm DI D/S Reducer 1.0 No 79.0 79.0 Kg 18955.0 Kg ANNEXURE - II ( ABSTRACT FOR O-PVC SPECIALS IN MAIN ) Sl. No Description Qty Qty Qty Qty Qty Common Pipeline for Defence Industrial Park and Semi-conductor Industrial Park Dedicated Pipeline to Semi-conductor Industrial Park, Kethanur Dedicated Pipeline to Defence Industrial Park, Varapatti Dedicated Pipeline to Aerospace Industrial Park, Sulur Total |
| 517 | 400 mm x 45 deg O-PVC PN 12.5 Elbow |
| 518 | 400 mm x 400 mm x 400 mm OPVC PN 12.5 Equal Tee |
| 519 | 400 mm x 315 mm O-PVC PN 12.5 Reducer |
| 520 | 315 mm x 90 deg O-PVC PN 12.5 Elbow |
| 521 | 315 mm x 45 deg O-PVC PN 12.5 Elbow |
| 522 | 200 mm x 90 deg O-PVC PN 12.5 Elbow |
| 523 | 200 mm x 45 deg O-PVC PN 12.5 Elbow |
| 524 | 200 mm x 160 mm O-PVC PN 12.5 Reducer |
| 525 | 160 mm x 90 deg O-PVC PN 12.5 Elbow |
| 526 | 160 mm x 45 deg O-PVC PN 12.5 Elbow ANNEXURE - II ( ABSTRACT FOR VALVES ) Sl. No Description Qty Qty Qty Qty Qty Qty Common Pipeline Common Pipeline for Defence Industrial Park and Semi-conductor Industrial Park Dedicated Pipeline to Semi-conductor Industrial Park, Kethanur Dedicated Pipeline to Defence Industrial Park, Varapatti Dedicated Pipeline to Aerospace Industrial Park, Sulur Total A Sluice Valves 300 mm CI D/F Sluice valve in 315 mm OPVC Pipeline 1.0 No. 1.0 No. 2.0 Nos 200 mm CI D/FSluice valve in 200 mm OPVC Pipeline 1.0 No. 1.0 Nos B Scour Valves 250 mm CI D/F Scour Valve in 450 mm DI Pipeline 7.0 Nos 7.0 Nos 250 mm CI D/F Scour Valve in 400 mm O-PVC Pipeline 1.0 No. 1.0 No 200 mm CI D/F Scour Valve in 315 mm O-PVC Pipeline 2.0 Nos. 1.0 No. 3.0 Nos 125 mm CI D/F Scour Valve in 200 mm O-PVC Pipeline 1.0 No. 1.0 No 100 mm CI D/F Scour Valve in 160 mm O-PVC Pipeline 1.0 No. 1.0 No c Air valves 100 mm CI D/F DAV in 450 mm DI Pipeline 14.0 Nos 14.0 No 100 mm CI D/F DAV in 400 mm O-PVC Pipeline 3.0 Nos 3.0 80 mm CI D/F DAV in 315 mm O-PVC Pipeline 4.0 Nos 3.0 Nos 7.0 Nos 50 mm CI D/F DAV in 200 mm O-PVC Pipeline 3.0 Nos 3.0 Nos 50 mm CI D/F DAV in 160 mm O-PVC Pipeline 3.0 Nos 3.0 Nos DETAILS OF CI PIPES AND SPECIALS REQUIRED FOR VALVES COMMON PIPELINE COMMON PIPELINE TO DEFENCE INDUSTRIAL PARK, VARAPATTI AND SEMI-CONDUCTOR INDUSTRIAL PARK, KETHANUR DEDICATED PIPELINE TO SEMI-CONDUCTOR INDUSTRIAL PARK, KETHANUR DEDICATED PIPELINE TO DEFENCE INDUSTRIAL PARK, VARAPATTI DEDICATED PIPELINE TO AEROSPACE INDUSTRIAL PARK, SULUR TOTAL Sl no Description Nos Wt in KG Total Wt IN kg Specials Pipes Nos Wt in KG Total Wt IN kg Specials Pipes Nos Wt in KG Total Wt IN kg Specials Pipes Nos Wt in KG Total Wt IN kg Specials Pipes Nos Wt in KG Total Wt IN kg Specials Pipes Specials Pipes Std NS Std NS Std NS Std NS Std NS Std NS Std NS Std NS Std NS Std NS Std NS Std NS A 450 mm to 750 mm dia |
| 527 | 450 mm CI Flanged Socket Tail piece |
| 528 | 450 x 450 x 250 mm CI A/Ft. Spl. Scour tee |
| 529 | 450 mm x 450 mm x 100 mm CI Air Valve TEE Total 11424.0 0.0 B 250 mm to 400 mm dia |
| 530 | 250 mm x 2.75 m CI F/ Spt. Pipe |
| 531 | 250 mm x 90 0 CI D/F duck foot bend |
| 532 | 250 mm x 0.75 m CI D/F Pipe |
| 533 | 250 mm x 1.20 m CI D/F Pipe |
| 534 | 250 mm dia. CI F/Spt. Semi circular bend |
| 535 | 400 x 400 x 250 mm CI A/Skt. Spl. Scour tee |
| 536 | 250 mm x 2.75 m CI F/ Spt. Pipe |
| 537 | 250 mm x 90 0 CI D/F duck foot bend |
| 538 | 250 mm x 0.75 m CI D/F Pipe |
| 539 | 250 mm x 1.20 m CI D/F Pipe |
| 540 | 250 mm dia. CI F/Spt. Semi circular bend |
| 541 | 300 x 300 x 200 mm CI A/Skt. Spl. Scour tee Total 777.0 1008.0 0.0 3246.39 111.0 359.0 0.0 463.77 0.0 284.0 0.0 0.0 0.0 142.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C 80 mm to 200 mm dia |
| 542 | 200 mm x 2.75 m CI F/ Spt. Pipe |
| 543 | 200 mm x 90 0 CI D/F duck foot bend |
| 544 | 200 mm x 0.75 m CI D/F Pipe |
| 545 | 200 mm x 1.20 m CI D/F Pipe |
| 546 | 200 mm dia. CI F/Spt. Semi circular bend |
| 547 | 200 x 200 x 125 mm CI A/Skt. Spl. Scour tee |
| 548 | 125 mm x 2.75 m CI F/ Spt. Pipe |
| 549 | 125mm x 90 0 CI D/F duck foot bend |
| 550 | 125 mm x 0.75 m CI D/F Pipe |
| 551 | 125 mm x 1.20 m CI D/F Pipe |
| 552 | 125 mm dia. CI F/Spt. Semi circular bend |
| 553 | 150 x 150 x 100 mm CI A/Skt. Spl. Scour tee |
| 554 | 100 mm x 2.75 m CI F/ Spt. Pipe |
| 555 | 100 mm x 90 0 CI D/F duck foot bend |
| 556 | 100 mm x 0.75 m CI D/F Pipe |
| 557 | 100 mm x 1.20 m CI D/F Pipe |
| 558 | 100 mm dia. CI F/Spt. Semi circular bend Total 148.0 538.86 392.96 74.0 386.28 196.48 62.0 398.685 0.0 193.89 0.0 0.0 0.0 450 mm to 750 mm dia D Surface Box |
| 559 | Sluice Valve |
| 560 | Scour Valve |
| 561 | Air Valve Total 2121.0 438.0 639.0 471.0 909.0 Abstract 80 mm to 200 mm 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 148.0 1177.86 0.0 392.96 74.0 857.28 0.0 196.48 62.0 1307.685 0.0 193.89 284.0 3342.83 0.0 783.33 250 mm to 400 mm 777.0 1008.0 0.0 3246.39 111.0 797.0 0.0 463.77 0.0 284.0 0.0 0.0 0.0 142.0 0.0 0.0 0.0 0.0 0.0 0.0 888.0 2231.0 0.0 3710.16 450 mm to 750 mm 0.0 13545.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13545.0 0.0 0.0 Total 18576.39 1371.77 2002.82 1269.76 1563.58 24784.32 ANNEXURE - II ( ABSTRACT FOR O-PVC SPECIALS IN VALVES ) Sl. No Description Qty Qty Qty Qty Qty Common Pipeline for Defence Industrial Park and Semi-conductor Industrial Park Dedicated Pipeline to Semi-conductor Industrial Park, Kethanur Dedicated Pipeline to Defence Industrial Park, Varapatti Dedicated Pipeline to Aerospace Industrial Park, Sulur Total A Sluice Valves 315 mm PN 12.5 Flanged Socket Tail piece 2.0 Nos 2.0 Nos.. 4.0 Nos 200 mm PN 12.5 Flanged Socket Tail piece 2.0 Nos.. 2.0 Nos B Scour Valves 400 mm O-PVC PN 12.5 Flanged Socket Tail piece 2.0 Nos 2.0 Nos 315 mm PN 12.5 Flanged Socket Tail piece 4.0 Nos 2.0 Nos. 6.0 Nos 200 mm PN 12.5 Flanged Socket Tail piece 2.0 Nos. 2.0 Nos 160 mm PN 12.5 Flanged Socket Tail piece 2.0 Nos. 2.0 Nos C Air valves 400 mm O-PVC PN 12.5 Flanged Socket Tail piece 6.0 Nos 6.0 No 400 mm x 400 mm x 100 mm PN 12.5 Air Valve TEE 3.0 Nos 3.0 Nos 315 mm O-PVC PN 12.5 Flanged Socket Tail piece 8.0 Nos 6.0 Nos. 14.0 Nos 315 mm x 315mm x 80 mm O-PVC PN 12.5 Air Valve TEE 4.0 Nos 3.0 Nos. 7.0 Nos 200 mm PN 12.5 Flanged Socket Tail piece 6.0 Nos. 6.0 Nos 200 mm x 200 mm x 50 mm O-PVC PN 12.5 Air Valve TEE 3.0 Nos. 3.0 Nos 160 mm PN 12.5 Flanged Socket Tail piece 6.0 Nos. 6.0 Nos 160 mm x 160 mm x 50 mm O-PVC PN 12.5 Air Valve TEE 3.0 Nos. 3.0 Nos Abstract 160 mm PN 12.5 Flanged Socket Tail piece 8.0 Nos 200 mm PN 12.5 Flanged Socket Tail piece 10.0 Nos 315 mm PN 12.5 Flanged Socket Tail piece 24.0 Nos 400 mm PN 12.5 Flanged Socket Tail piece 8.0 Nos 400 mm x 400 mm x 100 mm PN 12.5 Air Valve TEE 3.0 Nos 315 mm x 315mm x 80 mm O-PVC PN 12.5 Air Valve TEE 7.0 Nos 200 mm x 200 mm x 50 mm O-PVC PN 12.5 Air Valve TEE 3.0 Nos 160 mm x 160 mm x 50 mm O-PVC PN 12.5 Air Valve TEE 3.0 Nos OPVC / CI PIPES AND SPECIALS FOR PIPE CARRYING BRIDGE/ CULVERT CROSSINGS SI.No Pipeline Common Pipeline Common Pipeline for Defence Industrial Park and Semi-conductor Industrial Park Dedicated Pipeline to Semi-conductor Industrial Park, Kethanur Dedicated Pipeline to Defence Industrial Park, Varapatti Dedicated Pipeline to Aerospace Industrial Park, Sulur Total Quantity Unit Quantity Unit Wt/each in Kg Weight Unit Quantity Unit Quantity Unit Wt/each in Kg Weight Unit Quantity Unit Quantity Unit Wt/each in Kg Weight Unit Quantity Unit Quantity Unit Wt/each in Kg Weight Unit Quantity Unit Quantity Unit Wt/each in Kg Weight Unit Quantity Unit Quantity Unit A O-PVC Specials 400 mm O- PVC PN 12.5 Flanged socket tailpiece 6.0 Nos. 6.0 Nos 315 mm O- PVC PN 12.5 Flanged socket tailpiece 14.0 Nos. 6.0 Nos. 20.0 Nos 200 mm O- PVC PN 12.5 Flanged socket tailpiece 4.0 Nos 4.0 Nos 160 mm O- PVC PN 12.5 Flanged socket tailpiece 6.0 Nos 6.0 Nos B CI Pipes and spls a 450 mm to 750 mm NS Pipes 450 mm x 1.50 m CI D/F pipes 123.0 Nos. 306.5 37699.5 Kg 37699.5 Kg b 250 mm to 400 mm NS Pipes 400 mm x 1.50 m CI D/F pipes 10.0 Nos. 256.05 2560.5 Kg 2560.5 Kg 300 mm x 1.50 m CI D/F pipes 27.0 Nos. 166.7 4500.9 Kg 10.0 Nos 166.7 1667.0 Kg 6167.9 Kg Total 8728.4 Kg c 80mm to 200 mm NS Pipes 200 mm x 1.50 m CI D/F pipes 7.0 Nos 96.75 677.25 Kg 677.3 Kg 150 mm x 1.50 m CI D/F pipes 11.0 Nos 67.25 739.75 Kg 739.8 Kg Total 1417.1 Kg c 450 mm to 750 mm Std Spls 450 mm x 900 CI D/F Duck Foot Bend 50.0 Nos. 350.0 17500.0 Kg 17500.0 Kg 450 mm x 900 CI D/F Bend 50.0 Nos. 226.0 11300.0 Kg 11300.0 Kg Total 28800.0 Kg 250 mm to 400 mm Std Spls 400 mm x 900 CI D/F Duck Foot Bend 6.0 Nos. 281.0 1686.0 Kg 1686.0 Kg 400 mm x 900 CI D/F Bend 6.0 Nos. 181.0 1086.0 Kg 1086.0 Kg 300 mm x 900 CI D/F Duck Foot Bend 16.0 Nos. 156.0 2496.0 Kg 10.0 Nos 156.0 1560.0 Kg 4056.0 Kg 300 mm x 900 CI D/F Bend 16.0 Nos. 100.0 1600.0 Kg 10.0 Nos 100.0 1000.0 Kg 2600.0 Kg Total 9428.0 Kg d 80mm to 200 mm Std Specials 200 mm x 900 CI D/F Duck Foot Bend 4.0 Nos 74.0 296.0 Kg 296.0 Kg 200 mm x 900 CI D/F Bend 8.0 Nos 49.0 392.0 Kg 392.0 Kg 150 mm x 900 CI D/F Duck Foot Bend 6.0 Nos 47.0 282.0 Kg 282.0 Kg 150 mm x 900 CI D/F Bend 12.0 Nos 31.0 372.0 Kg 372.0 Kg Total 1342.0 Kg 450 mm to 750 mm Non -Std Spls 450 mm CI Flanged socket tailpiece 50.0 Nos. 142.0 7100.0 Kg 7100.0 Kg C CI Flanged Joints 450 mm CI Flanged Joints 273.0 Nos. 273.0 Nos 400 mm CI Flanged Joints 28.0 Nos. 28.0 Nos 300 mm CI Flanged Joints 28.0 Nos. 36.0 Nos. 64.0 Nos 200 mm CI Flanged Joints 19.0 Nos 19.0 Nos 150 mm CI Flanged Joints 29.0 Nos 29.0 Nos STATEMENT FOR CIVIL WORKS SL. No. Description of work Quantity Unit Quantity Unit Quantity Unit Quantity Unit Quantity Unit Quantity Unit Common Pipeline Common Pipeline for Defence Industrial Park and Semi-conductor Industrial Park Dedicated Pipeline to Semi-conductor Industrial Park, Kethanur Dedicated Pipeline to Defence Industrial Park, Varapatti Dedicated Pipeline to Aerospace Industrial Park, Sulur Total 1a. Earth work excavation for laying of various type / size of pipes in hard stiff clay, stiff black cotton soil, hard red earth shales murrams, gravel stoney earth and earth mixed with small sizedboulders and hard gravelly soil and depositing on bank with an initial lead of 10M and initial lift of 2m including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., , complete and as directed by the Officers. 17249.75 cum 1.1 1476.9 cum 3553.2 cum 457.2 cum 2338.5 cum 25075.55 cum 1b. Earth work excavation for laying of various type / size of pipes in Soft Disintegrated Rock not requiring blasting and depositing on bank with an initial lead of 10M and initial lift of 2m including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., , complete and as directed by the Officers. 11781.0 cum 34.2 cum 4365.9 cum 2964.3 cum 19145.4 cum 1c. Earth work excavation for laying of various type / size of pipes in Dense medium Rock not requiring blasting and depositing on bank with an initial lead of 10M and initial lift of 2m including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., , complete and as directed by the Officers. 10601.75 cum 6063.75 cum 2400.3 cum 2394.0 cum 21459.8 cum 1d. Earth work excavation for Pipe Laying work by removing hard rock using controlled blasting method by drilling blast holes using Compressor and jack hammer including stacking,dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by Officers 4737.5 cum 4737.5 cum |
| 562 | Lowering DI pipes and specials to trench and laying to proper grade and alignment as per standard specifications and as directed by the Officers. 450 mm DI K9 pipes 26160.0 m 26160.0 m |
| 563 | Providing fine granular material bedding in the trench of 10 cm thickness as per IS 16647-2017 etc., , complete and as directed by the Officers. |
| 564 | Lowering of O-PVC pipe in the trenches and laying to proper grade alignment, etc., complete and as directed by officers. 400 mm O-PVC pipes 5460.0 m 5460.0 m 315 mm O-PVC pipes 9585.0 m 2670.0 m 12255.0 m 200 mm O-PVC pipes 3600.0 m 3600.0 m 160 mm O-PVC pipes 3390.0 m 3390.0 m |
| 565 | Cutting DI pipes (K9 Class) true to its axis and finishing the ends etc., complete and as directed by the Officers.. 450 mm DI K9 pipes 262.0 Nos 262.0 Nos |
| 566 | Cutting O-PVC pipes true to its axis and finishing the ends etc., complete and as directed by the Officers.. 400 mm O-PVC pipes 55.0 Nos 55.0 Nos 315 mm O-PVC pipes 96.0 Nos 27.0 Nos 123.0 Nos 200 mm O-PVC pipes 36.0 Nos 36.0 Nos 160 mm O-PVC pipes 34.0 Nos 34.0 Nos |
| 567 | Jointing DI S/S Pipes (Class K9) and Specials with rubber gaskets(tyton joint) including cost of lubricants ( including cost of jointing materials ) for depth upto 2m etc., complete and as directed by Officers. 400 mm DI K9 pipes 5232.0 Nos 5232.0 Nos |
| 568 | Jointing O-PVC Pipes and Specials with rubber gaskets(tyton joint) including cost of lubricants ( including cost of jointing materials ) for depth upto 2m etc., complete and as directed by Officers. 400 mm O-PVC pipes 910.0 Nos 910.0 Nos 315 mm O-PVC pipes 1598.0 Nos 445.0 Nos 2043.0 Nos 200 mm O-PVC pipes 600.0 Nos 600.0 Nos 160 mm O-PVC pipes 565.0 Nos 565.0 Nos |
| 569 | Lowering of C.I Pipes and specials in the trenches and laying to proper grade and alignment and as directed by the officers (For culvert crossings) 450 mm CI D/F pipes and Specials 120.0 m 120.0 m 400 mm O-PVC pipes and Specials 30.0 m 30.0 m 315 mm O-PVC pipes and Specials 60.0 m 15.0 m 75.0 m 200 mm O-PVC pipes and Specials 10.0 m 10.0 m 160 mm O-PVC pipes and Specials 17.0 m 17.0 m |
| 570 | Jointing the CI/DI D/F pipes and Specials with rubber insertion to the required specification with MS bolts and nuts compete (including cost of jointing materials) for Culverts&Valves Culvert Crossings 450 mm dia Flanged joint 273.0 Nos 273.0 Nos 400 mm dia Flanged joint 28.0 Nos 28.0 Nos 300 mm dia Flanged joint 50.0 Nos 36.0 Nos 86.0 Nos 200 mm dia Flanged joint 19.0 Nos 19.0 Nos 150 mm dia Flanged joint 29.0 Nos 29.0 Nos Valves 450 mm dia Flanged joint 49.0 Nos 49.0 Nos 400 mm dia Flanged joint 9.0 Nos 9.0 Nos 300 mm dia Flanged joint 12.0 Nos 10.0 Nos 22.0 Nos 250 mm dia Flanged joint 42.0 Nos 6.0 Nos 48.0 Nos 200 mm dia Flanged joint 22.0 Nos 11.0 Nos 10.0 Nos 43.0 Nos 150 mm dia Flanged joint 8.0 Nos 8.0 Nos 125mm dia Flanged joint 10.0 Nos 10.0 Nos 100 mm dia Flanged joint 14.0 Nos 3.0 Nos 10.0 Nos 27.0 Nos 80 mm dia Flanged joint 4.0 Nos 3.0 Nos 7.0 Nos 50 mm dia Flanged joint 6.0 Nos 6.0 Nos |
| 571 | Testing of pipes for water supply with hydraulic testing equipment by filling with water (including cost of water) and testing to recommended pressure in convenient stretches and attendingthe 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. 450 mm DI K9 Pipes 26160.0 m 26160.0 m 400 mm O-PVC pipes 5460.0 m 5460.0 m 315 mm O-PVC pipes 9585.0 m 2670.0 m 12255.0 m 200 mm O-PVC pipes 3600.0 m 3600.0 m 160 mm O-PVC pipes 3390.0 m 3390.0 m |
| 572 | Labour for cutting open BT or Maccadam roads for laying water lines etc complete as per standard specifications and as directed by the officers. Bitumen Tar Road 347.0 cum 23 63.0 cum 189.0 cum 48.0 cum 171.0 cum 818.0 cum 23 |
| 573 | Construction of masonry valve pit as per Type design for Sluice Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. 300mm in 315 mm OPVC main 1.0 No 1.0 No 2.0 Nos 200mm in 200 mm OPVC main 1.0 No 1.0 No |
| 574 | Construction of masonry valve pit as per Type design for Scour Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. 250 mm in 450 mm DI main 7.0 Nos. 7.0 Nos. 250 mm in 400 mm OPVC main 1.0 No. 1.0 No 200 mm in 315 mm OPVC main 2.0 Nos. 1.0 No 3.0 Nos. 125 mm in 200 mm OPVC Main 1.0 No 1.0 No 100 mm in 160 mm OPVC Main 1.0 No 1.0 No |
| 575 | Construction of masonry valve pit as per Type design for Air Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. 100 mm in 450 mm DI Main 14.0 Nos. 14.0 Nos. 100 mm in 400 mm OPVC Main 3.0 Nos. 3.0 Nos. 80 mm in 315 mm OPVC Main 4.0 Nos. 3.0 Nos. 7.0 Nos. 50 mm in 200 mm OPVC Main 3.0 Nos. 3.0 Nos. 50 mm in 160 mm OPVC Main 3.0 Nos. 3.0 Nos. |
| 576 | Construction of masonry valve pit as per Type design for full Bore Electromagnetic flow meter including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following flow meter including charges for refilling the sides of the pit etc., complete and as directed by Officers. 400 mm in 400 mm O-PVC Main 1.0 No.. 1.0 Nos. 300 mm in 300 mm O-PVC Main 1.0 No.. 1.0 No.. 2.0 Nos. 200 mm in 200 mm O-PVC Main 1.0 No.. 1.0 Nos. 150 mm in160 mm O-PVC Main 1.0 No.. 1.0 No.. |
| 577 | Filling with ordinary earth for back filling the trench in SDR, DMR and HR removal portion including the cost of conveyance with a lead of 5 KM, labour for filling levelling, watering and consoldation of trench etc., complete complying with standard specification and as directed by Officers. (Earth to be imported) |
| 578 | Refilling trenches with selected excavated granular soil in layers not exceeding 20 cm in depth, ramming and consolidation of each layer, watering etc., complete complying with standard specification and as directed by Officers. |
| 579 | Conveyance of pipe of various type/size of the following pipes including unloading from lorries at stock yard and stocking properly and loading into lorries at stock yard transportation charges upto 8 KM from stock yard and unloading from lorries at site/along the alignment carefully and as directed by the Officers. 450 mm DI K9 pipes 734.68 MT 734.68 MT 400 mm OPVC pipes 101.556 MT 101.56 MT 315 mm OPVC pipes 117.896 MT 32.84 MT 150.74 MT 200 mm OPVC pipes 18.0 MT 18.0 MT 160 mm OPVC pipes 8.17 MT 8.17 MT |
| 580 | Providing Thrust Blocks in Bends 450 mm x 900 DI Bend 24.0 Nos. 24.0 Nos 300 mm x 900 OPVC Elbow 17.0 Nos 10.0 Nos 27.0 Nos |
| 581 | Clearing scrub jungle |
| 582 | NH and SH crossing through Trenchless method 900 mm dia MS encasing pipe 60.0 m 60.0 m 800 mm dia MS encasing pipe 30.0 m 30.0 m 600 mm dia MS encasing pipe 30.0 m 30.0 m 60.0 m 400 mm dia MS encasing pipe 20.0 m 20.0 m |
| 583 | 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 rows including painting the vertical poles in the road facing 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 complying with standard specification and as directed by Officers. |
| 584 | 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 complying with standard specification and as directed by Officers. |
| 585 | Construction of Pipe carrying Bridge in RCC a P.C.B.1 Near LS 300 m of Common Pumping Main (450 mm CI D/F Pipes) 64 m length (8 x 8 m Span) 1.0 No. 73.0 1.0 No. 2.0 No. Total Sundries Construction of Thrust block - Annexure - 3 Sl.No. Description of Item 450 mm x 900 OPVC Bend - 2.5 x 1.75 x 2.1 m - 24 Nos 300 mm x 900 OPVC Bend - 1.5 x 1.1 x 1.6 m - 26 Nos Total Quantity Units |
| 586 | 2.0 A Earthwork excavation and depositing on bank within initial lead of 10m and lift of 2 m in all soil and all other incidental works, as directed by the departmental Officers in the following classification of soil. Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil i Ist depth of 0 to 2.00 m 6.72 x 24.0 = 161.28 3.1 x 27.0 = 83.7 244.98 cum ii II nd depth of 2.00 to 3.00 m 7.32 x 24.0 = 175.68 1.39 x 27.0 = 37.53 213.21 cum B Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for levelling course of foundation including mixing, placing, ramming, finishing curing etc. complete in accordance with specification .1.50m to 4.50 m below GL 1.72 x 24.0 = 41.28 0.76 x 27.0 = 20.52 61.8 cum C Reinforced cement concrete 1:2:4 (one cement, two sand, four course aggregate) using 20mm size hard blue granite stone (machine crushed) for plinth beam 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 compaction by machanical vibrator etc., complete and as directed by Officers. 11.11 x 24.0 = 266.64 2.78 x 27.0 = 75.06 341.7 cum D Centering for soffits of RCC members or including shuttering, strutting to the centering and providing supports etc. complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90cm C/C and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights . The centering should be removed after the specified striping time of the concrete as per IS-456/1978. Plane surface -0 to 3.30 m height 21.13 x 24.0 = 507.12 8.43 x 27.0 = 227.61 734.73 Sqm E Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.The steel should conform to the relevant IS specification and supplied with test certificate (Fe.415 grade as per IS specification No.1786/ 1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stacking, transit insurance charges etc. complete. 3.66 x 24.0 = 87.84 1.48 x 27.0 = 39.96 127.8 Qtl F Refilling the trenches with excavated earth (other than sand) in layers of 15cm thick, watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the placed shown. 0.66 x 24.0 = 15.84 0.62 x 27.0 = 16.74 32.58 cum Construction of Pipe carrying Bridge - Annexure - 4 Sl. No. Description P.C.B.1 Near LS 300 m of Comon Pumping Main 64 m length (8 x 8 m Span) P.C.B.2 Near LS 3210m of Branch Main to Aerospace Industrial Park 64 m length (8 x 8 m Span) Total Quantity Units 1.0 2.0 3.0 4.0 |
| 587 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil i Ist depth of 0 to 2.00 m a In hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoneyearth and earth mixed with small sized boulders 25.92 25.92 51.84 Cum b Soft disintegrated rock, laterite, soft rock or kankar not requiring blasting 25.92 25.92 51.84 Cum ii 2nd depth of 2 m to 3 m a Soft disintegrated rock, laterite, soft rock or kankar not requiring blasting 12.96 12.96 25.92 Cum |
| 588 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40 mm size ISS gauge) for levelling course of foundation including mixing, placing, ramming, finishing curing etc. complete in accordance with specification and as directed by the Officers a Beyond 1.50 m to 4.50 m depth 3.89 3.89 7.78 Cum |
| 589 | RCC M30 design mix concrete (Approximately for one cum of concrete 400 kg of cement, 0.47 cum of sand with bulkage and wastage , 0.57 cum of HBG stone 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 grills for 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 Officers. A Below GL i 0 to 1.50 m depth below ground level 1.51 1.51 3.02 Cum ii Beyond 1.50 m to 4.50 m depth 4.94 4.94 9.88 Cum B Above GL i From 0 to 4.50 m above G.L 65.459 65.459 130.92 Cum ii 4.50m to 7.32m above GL 27.2 27.2 54.4 Cum |
| 590 | Centering for soffits of RCC members or plane surface including shuttering, strutting to the centering and providing supports etc. complete for the following members using MS sheets of size 90x60cm and 'BG' 10 gauge stiffened with welded M.S. angles of size 25x25x3mm laid over silver oak (country wood) joists of size 10 x 6.5 cm spaced at about 90mm c/c and casurina props of 10 to 13 cm dia (spaced at 75cm C/C) for various heights and as directed by the Officers. The centering should be removed after the specified striping time of the concrete as per IS-456/1978. a Plane surface i Up to 3.30 m Below & Above GL 9.6 9.6 19.2 Sqm ii 3.30 m to 4.30 Above GL 204.8 204.8 409.6 Sqm b Circular coloumn :- i Up to 3.30 m Below & Above GL 53.28 53.28 106.56 Sqm ii 3.30 m to 4.30 Above GL 5.03 5.03 10.06 Sqm |
| 591 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc. The steel should conform to the relevant IS specification and supplied with test certificate (Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) for delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, etc., complete.RTS Rods |
| 592 | Clearing Scrub Jungle |
| 593 | Colour washing two coats using approved colour and quality over two coats of white washing, cost of all meterials, labour charges, cleaning and preparation of the surface and curing etc.,complete with relevant standard specification and as directed by officers. DETAILS OF NH, SH, MDR, ODR AND VILLAGE ROADS WHERE PIPELINE ALONG AND ACROSS TO BE LAID Sl. No. Name of Road Along the Road Length Crossing Length Size of Pipe LS as per Pipeline Design m From To m From To m mm PUMPING MAIN FROM WDS 24 TO SEMI CONDUCTOR PARK 1.0 SHN2 TIRUPUR RING ROAD 0.0 2550.0 2550.0 450.0 2.0 MDR 1103 ANDIPALAYAM - ATTAYAMPALAYAM ROAD 2550.0 6000.0 3450.0 450.0 3.0 ODR IDUVAI - CHINNAKALIPALAYAM 6000.0 6660.0 660.0 450.0 4.0 VILLAGE ROAD IDUVAI VILLAGE PANCHAYAT 6660.0 8130.0 1470.0 450.0 5.0 MDR 871 KARAIPUDUR PIRIVU - VALAITHOTATHU AYYANKOIL ROAD 8130.0 9390.0 1260.0 450.0 6.0 SH 166 PALLADAM - AVINASHI - PUNJAIPULIAMPATTY 9390.0 9410.0 20.0 450.0 7.0 ODR 84 63 VELAMPALAYAM - PALLIPALAYAM ROAD 9410.0 10860.0 1450.0 450.0 8.0 VILLAGE ROAD 63 VELAMPALAYAM - KODANGIPALAYAM ROAD 10860.0 15720.0 4860.0 450.0 9.0 VILLAGE ROAD SEMIPALAYAM - SAMIGOUDENPAYAM ROAD 15720.0 20340.0 4620.0 450.0 10.0 NH 81 COIMBATORE - TIRUCHI- CHIDAMBARAM 20340.0 20370.0 30.0 450.0 11.0 VILLAGE ROAD SAMIGOUNDENPALAYAM - AYYAMPALAYAM ROAD 20370.0 22170.0 1800.0 450.0 12.0 SH 163 PALLADAM - COCHIN FRONTIER ROAD 22170.0 26160.0 3990.0 450.0 13.0 SH 165 KAMANAICKENPALAYAM-SOMANUR-KARUMATHAMPATTI- ANNUR 26160.0 26190.0 30.0 400.0 14.0 SH 165 KAMANAICKENPALAYAM-SOMANUR-KARUMATHAMPATTI- ANNUR 26190.0 31620.0 5430.0 400.0 15.0 SH 165 KAMANAICKENPALAYAM-SOMANUR-KARUMATHAMPATTI- ANNUR 31620.0 33360.0 1740.0 315.0 16.0 SH 19 AVINASHI-TIRUPUR-PALLADAM-POLLACHI ROAD 33360.0 34800.0 1440.0 34800.0 34830.0 30.0 315.0 17.0 VILLAGE ROAD KRISHNAPURAM - KETHANUR 34830.0 41205.0 6375.0 315.0 BRANCH MAIN TO DEFENCE PARK 18.0 SH 165 KAMANAICKENPALAYAM-SOMANUR-KARUMATHAMPATTI- ANNUR 0.0 30.0 30.0 315.0 19.0 VILLAGE ROAD KRISHNAPURAM- SENGODAMPALAYAM- SADAYANCHETTIPALAYAM 30.0 2670.0 2640.0 315.0 BRANCH MAIN TO AEROSPACE PARK 20.0 SH 165 KAMANAICKENPALAYAM-SOMANUR-KARUMATHAMPATTI- ANNUR 0.0 5490.0 5490.0 5490.0 5510.0 20.0 200.0 21.0 VILLAGE ROAD KARANAMPETTAI - SANGOTHIPALAYAM ROAD 5510.0 6990.0 1480.0 200.0 TOTAL 50705.0 160.0 Sl.No PAP Latitude Longitude Location Taluk WRD Sub-Division Division |
| 594 | Canal 1 |
| 595 | Canal 2 |
| 596 | Canal 3 |
| 597 | Canal 4 |
| 598 | Canal 5 |
| 599 | Canal 6 |
| 600 | Canal 7 PIPE CONNECTION WORK IN SUMP CUM PUMPHOUSE iNLET PIPE AND OVERFLOW PIPES INLET 300.0 MM DIA CI Flanged OVER FLOW 300.0 MM DIA CI Flanged ABSTRACT FOR MATERIAL COST SL NO DESCRIPTION QTY WT/NO\\"KG\\" Total Wt in KG Rate Amount Non Std PIPE Std.Special Non Std Special INLET PIPE |
| 601 | 350 MM X 350 MM X 300 mm CI A/F TEE |
| 602 | 300 mm X 1.50 m CI D/F pipe |
| 603 | 300 mm CI D/F Sluce valve |
| 604 | 300 mm Full Bore Electromagnetic Flow Meter |
| 605 | 300 mm X 1.50 m CI D/F pipe |
| 606 | 300 mm CI D/F Duck Foot Bend |
| 607 | 300 mm X 2.50 m CI D/F pipe |
| 608 | 300 mm X 90\\" CI D/F Bend |
| 609 | 300 mm x 0.50 m CI D/F pipe |
| 610 | 300 mm X 1.50 m CI D/F pipe |
| 611 | 300 mm X 1.00 m CI D/F slotted pipe OVERFLOW PIPE |
| 612 | 300 mm x 0.50 m CI Flanged Bell Mouth |
| 613 | 300 mm X 90\\" CI D/F Bend |
| 614 | 300 mm x 1.00 m CI D/F Pipe |
| 615 | 300 mm X 90\\" CI D/F Bend Total 1909.0 873.0 0.0 554239.0 ABSTRACT FOR CIVIL COST SL NO DESCRIPTION Qty RATE PER AMOUNT |
| 616 | Earth work excavation for laying of various type / size of pipes in hard stiff clay, stiff black cotton soil, hard red earth shales murrams, gravel stoney earth and earth mixed with small sized boulders and hard gravelly soil and depositing on bank with an initial lead of 10M and initial lift of 2m including shoring, strutting bailingout water from the trenches wherever necessary and all other incidental charges such as barricading providing danger light and depositing surplus earth with in a lead of 10 m from the tenches etc., , complete and as directed by the Officers. 300 mm dia CI Pipes and specials 20.0 m |
| 617 | Refilling with excavated soil ( other than sand) complying with the standard specification for filling in foundation and basement 300 mm dia CI Pipes and specials 20.0 m |
| 618 | Lowering CI Pipes and specIals in the trenches and laying to proper grade annd alignment 300 mm dia CI Pipes and specials 20.0 m |
| 619 | Jointing the CI D/F pipes and Specials with rubber insertion to the required specification with MS bolts and nuts compete (including cost of jointing materials) for Valves and Culvert crossings 300 mm Flanged Joints 41.0 No 350 mm Flanged Joints 2.0 No |
| 620 | Construction of masonry valve pit as per Type design for Sluice Valve including fixing the valves including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following valves including charges for precasting and fixing surface box, valves and specials in position, refilling the sides of the pit etc., complete and as directed by Officers. 300 mm Sluice valve 1.0 No |
| 621 | Construction of masonry valve pit as per Type design for full Bore Electromagnetic flow meter including earth work excavation for foundation, P.C.C. 1:4:8 using 40mm HBG metal for levelling course, brick work in CM 1:5 for side wall, plastering with CM 1:3, 12mm thick, RCC 1:1.5:3 using 20mm HBG stone jelly for cover slab, providing cut stone in CM 1:3 including supply, fabricating and placing of RTS grills for the following flow meter including charges for refilling the sides of the pit etc., complete and as directed by Officers. 300 mm Flow meter 1.0 No Total MATERIAL COST GRAND TOTAL say Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender Documents
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