Tender For Offloading Of Combined Station Works Including Civil, Mechanical, Electrical, Telecom And Instrumentation Works At Iocl Terminal In Vallur (Chennai) And Cpcl Refinery (Manali, Chennai) Under Chennai Common Corridor Pol Pipelines (Cccpl) Project
Tender Value
Ref. Documents
Estimated cost
Bid Submission
01 Sep 2026
8 days left
EMD
9.89 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
chennai → Tamil Nadu
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Offloading Of Combined Station Works Including Civil, Mechanical, Electrical, Telecom And Instrumentation Works At Iocl Terminal In Vallur (Chennai) And Cpcl Refinery (Manali, Chennai) Under Chennai Common Corridor Pol Pipelines (Cccpl) Project
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Jul-2026 | Addendum-1 | Date | 23-Jul-2026 |
| 2 | 21-Jul-2026 | Addendum-2 | Technical Bid | 28-Jul-2026 |
| 3 | 21-Jul-2026 | Addendum-3 | Date | 28-Jul-2026 |
| 4 | 16-Jul-2026 | Addendum-1 | Date | 23-Jul-2026 |
| 5 | 29-Jul-2026 | Addendum-4 | Date | 04-Aug-2026 |
| 6 | 21-Jul-2026 | Addendum-2 | Technical Bid | 04-Aug-2026 |
| 7 | 21-Jul-2026 | Addendum-2 | Technical Bid | 17-Aug-2026 |
| 8 | 05-Aug-2026 | Addendum-5 | Date | 17-Aug-2026 |
| 9 | 18-Aug-2026 | Date Extension Corrigendum | Date | 01-Sep-2026 |
| 10 | 21-Jul-2026 | Addendum-2 | Technical Bid | 01-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | CSW Service - Mech - Vallur |
| 3 | \\"Booster Pumping Unit Installation:Booster Pumping Units Installation_A.i.2 Booster Pumping Unit Installation:, Taking delivery of b ooster pumping units having electrical motor & vertical turbine type centrif ugal pump and accessories from designated storage locat ion within the pump station, shifting and placing the equipments on the pre- constructed foundation, levelling, grouting and aligni ng the equipment, assembling together of all sub-assemblies, auxiliaries, moun tings, fittings, interconnecting piping etc., carryin g out trial run of motor on no load, coupling the electrical motor with the pum p, making final alignment, checking and testing of t he complete pumping unit and completing the work in all respects in accordance w ith the specification, drawings, manufacturer's ins tallation instructions, technical specifications and as per the instruction of th e Site Engineer / EIC., , Note: Electrical & Instr umentation connections are not included in this item., Note: Weight of equipment i s indicative only, Payment shall be done based on actual weight of equipment, Booster Pumping Units Installation_A.i.2\\" |
| 4 | \\"Sump Pump Installation:Sump Pump_A.i.7 \\"\\"Sump Pump Installation:, Taking delivery of the following pumping units with electrical mo tors from designated location within sta tion premises, shifting/transporting to site, placing over Sump Tank Nozzle, assembling tog ether all sub-assemblies, alignment, grou ting, levelling, checking, providing assistance for taking trial run of electrical motor o n no-load, coupling the pump & motor, carr ying out the trial run of the complete unit, testing, making final alignment and complete work in all respects in accordance with t he relevant drawings, manufacturer's installation instruction, specifications and instru ctions of Site Engineer / EIC., , Note: Weig ht of equipment is indicative only, Payment shall be done based on actual weight of equ ipment, \\"\\" Sump Pump_A.i.7\\" |
| 5 | Above Ground Equipments Installation:, Taking delivery of equipments, shifting/transporting within station premises, placing on pre -constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, d r aining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with th e relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC., Note: Weig ht of equipment is indicative only, Payment shall be done based on actual weight of equipment |
| 6 | Y - Type Strainer - 18\\" x18\\"- 150# (Approx Unit Weight =1.5 MT per Unit) |
| 7 | Separator (Coalescer) Filter (Approx Unit Weight =15 MT per Unit) _B17 |
| 8 | Single Basket Type Strainer - 18\\" x 150# (Approx Unit Weight =5 MT per Unit) |
| 9 | Air eliminator (Approx unit weight : 7MT) |
| 10 | Sump Tank Installation:, Taking delivery of Sump tank from designated godown / stockpile, shifting/transporting within station premi ses, placing on pre-constructed foundation, installation of auxiliary mountings and fittings, dressing and making good of the found a tion, grouting, cleaning and flushing with water, draining, testing, completing the work in all respects in accordance with the re levant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC (Foundation work sh all be paid separately under relevant items of Civil works). |
| 11 | FRP Sump Tank 20Kl capacity _C1 |
| 12 | \\"Insulating Coupling Erection:, Taking delivery,shifting/transporting within station premises and installation of Insulating Couplin gs of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test befo r e and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing th e work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and ins tru ctions of Site Engineer / EIC. 16\\" Insulating Coupling 600#/ 900#_B7 |
| 13 | 18\\" x 150# Insulating coupling |
| 14 | Above ground process piping:, Taking delivery & transporting of pipes from designated stock pile location /Designated godown both fr om outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners fr o m designated location within station premises, transporting the same to site, fabrication and erection of above ground piping incl ud ing cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, eq ual and reducing outlet tees,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments suc h as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipm ent n ozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wa ter after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie- in, fin al cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and c onsumabl es necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing t he work i n all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grad e mentione d in the item are for reference only and may vary. Payment shall be based on OD. |
| 15 | 24\\" OD x 0.375\\"/0.406\\"WT APL 5L |
| 16 | 18\\" OD x 0.375\\"/0.438\\"WT APL 5L |
| 17 | 16\\" OD x 0.375\\"/0.438\\"WT APL 5L _D1 |
| 18 | 14\\" OD x 0.375\\"WT API 5L Pipe_D2 |
| 19 | 12.75\\" OD x 0.375\\" WT APL 5L _D3 |
| 20 | 10.75\\" OD x 0.365\\" APL 5L _D4 |
| 21 | 8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333_D5 |
| 22 | 6.625\\" OD x 0.280\\" ASTM A 106 Pipe/A333_D6 |
| 23 | 4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333_D7 |
| 24 | 3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B /A333 _D8 |
| 25 | 2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B /A333 _D9 |
| 26 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B /A333_D11 |
| 27 | Underground Piping |
| 28 | 24\\" OD x 0.375\\"/0.406\\"WT APL 5L -U/G |
| 29 | 18\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G |
| 30 | 16\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G_F2 |
| 31 | 14\\" OD x 0.375\\"WT APL 5L -U/G_F3 |
| 32 | 12.75\\" OD x 0.375\\" WT APL 5L -U/G_F4 |
| 33 | 10.75\\" OD x 0.365\\" APL 5L -U/G_F5 |
| 34 | 8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333 -U/G_F6 |
| 35 | 6.625\\" OD x 0.280\\" ASTM A 106 Gr B/A333 Pipe -U/G_F7 |
| 36 | 4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333 -U/G_F8 |
| 37 | 3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333 -U/G _F9 |
| 38 | 2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B/A333 -U/G _F10 |
| 39 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A333 -U/G_F12 |
| 40 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transportin g the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli n g for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of und er ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation in str uctions and specifications and instructions of the Site Engineer / EIC. |
| 41 | 24\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve |
| 42 | 18\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve |
| 43 | 16\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve |
| 44 | 14\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve |
| 45 | 12\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve _J68 |
| 46 | 10\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve |
| 47 | 18\\" 150# / 600# Control Valve F/F |
| 48 | 18\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G |
| 49 | 16\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G_J112 |
| 50 | 14\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G_J113 |
| 51 | 10\\"x ANSI 150# F/F API 6D Swing Check Valve_J115 |
| 52 | 8\\"x ANSI 150# F/F API 6D Swing Check Valve_J116 |
| 53 | 4\\"x ANSI 150# F/F API 6D Swing Check Valve_J118 |
| 54 | 3\\"x ANSI 150# F/F API 6D Swing Check Valve_J119 |
| 55 | 2\\"x ANSI 150# F/F API 6D Swing Check Valve_J120 |
| 56 | 10\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve |
| 57 | 8\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve |
| 58 | 6\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve |
| 59 | 4\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J75 |
| 60 | 3\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve |
| 61 | 2\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J76 |
| 62 | 1\\" x ANSI 800# HOV W/W API 602 Gate Valve _J52 |
| 63 | 1\\" x ANSI 150# / 800# HOV F/F BS 5351 BALL VALVE_J80 |
| 64 | 18\\"x ANSI 150# / 300# F/F A/G BS-1873/BS EN ISO 15761 GLOBE Valve_J152 |
| 65 | 2\\"x ANSI 150# F/F A/G BS-1873 GLOBE Valve_J150 |
| 66 | 18\\"x ANSI 150# F/F A/G API 6D Plug Valve |
| 67 | 8\\"x10\\" Pilot operated Surge Pressure Relief Valve 150# F/F |
| 68 | 1\\" x 1\\" Thermal Relief Valve F/F ANSI 150# x 150#_J175 |
| 69 | Radiographic Inspection:, Inspection of welding by radiographic method on all types of piping including processing of films and inte rpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabil i ty or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge incl us ive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all res pects as envisaged in the contract documents., Note:, i) Payment will be on the basis of number of welds of the respective size rad iographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document., ii ) Ra diography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size., iii) Fo r set- on type branch welding, the rate for radiography will be as applicable to the branch pipe size., iv) Repeat radiography of i ndividu al welds due to defective films or repair of welds shall be done at contractor's cost., In case where radiography is not pos sible:, v) Verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where requ ired sha ll be done at Contractors cost. |
| 70 | 24\\" NB Pipe Joints RT_M2 |
| 71 | 18\\" NB Pipe Joints RT_M3 |
| 72 | 16\\" NB Pipe Joints RT_M3 |
| 73 | 14\\" NB Pipe Joints RT_M4 |
| 74 | 12\\" NB Pipe Joints RT_M4 |
| 75 | 10\\" NB Pipe Joints RT_M7 |
| 76 | 8\\" NB Pipe Joints RT_M7 |
| 77 | 6\\" NB Pipe Joints RT_M8 |
| 78 | 4\\" NB Pipe Joints RT_M9 |
| 79 | 3\\" NB Pipe Joints RT_M10 |
| 80 | 2\\" NB Pipe Joints RT_M11 |
| 81 | 1\\" NB Pipe Joints RT_M13 |
| 82 | Piping Modification:, Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required b y site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, l i ning up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric red uc ers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, ther mow ells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc ., w elded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostat ic te sting of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpl uses i ncluding providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those s pecifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawin gs, spec ifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers onl y modific ation / rework jobs.) |
| 83 | Piping Modification: Pipe size up to 2 inch NB_X1 |
| 84 | Piping Modification: Pipe size 3 inch NB to 6 Inch NB_X2 |
| 85 | Piping Modification: Pipe size 8 inch NB and above_X3 |
| 86 | Fabrication of Mitre Bends - Long Radius:, Taking delivery of pipes from designated locations, transporting the same to site and fab rication of carbon steel piping specials by cutting, edge preparation, welding, all types of testing including radiography & includ i ng supply of all inputs such as labour, materials (other than those specifically undertaken to be supplied by the Owner under the co ntract), equipments, consumables etc. necessary to perform and completing the work in all respects in accordance with drawings, s pec ifications and instructions of the Site Engineer / EIC. |
| 87 | 12.75\\" OD x 0.375\\" WT more than 45° & up to 90° Mitre Bend_P3 |
| 88 | Double Cut Joint Hook-up: Cutting of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the e nds including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the wo rk in all respect as per specification and instruction of the Site Engineer / EIC., Note: The job also include evacuation of produc t f rom the piping section after isolating the section and flushing with water and its disposal. |
| 89 | 24\\" OD - Double Cut_O1 |
| 90 | 18\\" OD - Double Cut_O1 |
| 91 | 4.5\\" OD - Double Cut_O7 |
| 92 | 3.50\\" OD - Double Cut_O8 |
| 93 | 2.375\\" OD - Double Cut_O9 |
| 94 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ), Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reduc i ng outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pre ss ure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment noz zles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wate r after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and cons umable s necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall als o inclu de cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to we lding an d repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake fi lled /Liq uid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expect ed would b e at pipe end, Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to wat er and comp leting the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. |
| 95 | 12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe_E5 |
| 96 | 4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW_E9 |
| 97 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B -FW_E12 |
| 98 | Underground FW Piping |
| 99 | 12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe U/G_G4 |
| 100 | 4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW U/G_G8 |
| 101 | 1.315\\" ODx 0.179\\" WT ASTM A 106 Gr B Pipe FW U/G_G11 |
| 102 | Installation of Valves(for Fire water Lines-Tanks & Piping) : , Taking delivery of valves of all types and pressure rating from thed esignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or un d ergroundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and p ainting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, m ate rial and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /E IC. , Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. |
| 103 | 12\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K7 |
| 104 | 4\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K11 |
| 105 | \\"High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\\"\\" X 150# HVLR_L2 Taking delivery of mo nitors rom thedesignated location, transporting the same to site, erecting over fire water line as per AFC dra wings including all inputs, labour, material and consumable and completing the work in all respects in accordance with the drawings ,manufacturer's ins tallation instructions and specifications andinstructions of the Site Engineer /EIC.\\" |
| 106 | \\"Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\\"\\" x 150# WNR F Flange_L3 Taking delivery of hydrants from the designated location, transporting the same to site, erecting over fire water line as per AFC d rawings including all inputs, labour, material and consumable and completing the work in all respects in accordance w ith the drawin gs,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /EIC.\\" |
| 107 | Dismantling of Structures: _Q |
| 108 | Dismantling of Piping Aboveground and equipments_R |
| 109 | Dismantling of Piping Underground_S |
| 110 | Development of As Built Drawings , Data Sheets etc.:_T |
| 111 | FW Network Analysis as per specification_U |
| 112 | Flexibility and piping stress analysis as per specification_V |
| 113 | CSW Composites - Mech - Vallur |
| 114 | \\"Supply and Erection of Structural Steel:_A Supplying at site, steel structural items such as steel plates, bars, chequered plates, angles, beams channels, commercial quality h eavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., f abrication and erection of saddle supports an d other type of supports for pipes manifolds and valves, fabrication and erection of p latforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accorda nce with drawings, specifications and instructi ons of the Site Engineer / EIC.\\" |
| 115 | \\"Supply and Erection of Electroforged Grating_B Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be norma ny of size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordan ce with drawings, specifications and instructions of the Site Engineer / EIC.\\" |
| 116 | \\"Supply and Erection of GI Structural _C Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items inclu ding supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respec t, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.\\" |
| 117 | \\"Painting: Zinc Ethyl Slicate Primer_D1 Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or wit h power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of pr imer and Intermediate Coat and painting the surfaces with two coats of finish paint as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site En gineer / EIC\\" |
| 118 | Painting: High Build EPOXY MIO_D2 |
| 119 | Painting: Isocynate Aliphatic Poly Urethene(PU)_D3 |
| 120 | \\"PU /liquid epoxy Coating of under ground piping: Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 Cleaning exposed steel surface s of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying polyurethane coating(PU) using 100% solvent free elas tomeric plyurethane/ liquid e poxy, with approved materials, labour, equipment etc. and completing the job in all respects as per spe cification and instructions of the Site Engineer / EIC.\\" |
| 121 | \\" Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cutt ing drilling of holes of required size in the copper strips/ flats for bolting purp ose and complete the works in all respects as pe r specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper j umpers shall be installed in all the flanged jo ints of Product Process piping only and not in fire water lines.\\" |
| 122 | Up to 30 mm wide x 1 mm thick Copper strip_H3 |
| 123 | 30 - 50 mm wide x 1 mm thick Copper strip_H4 |
| 124 | 50 - 75 mm wide x 1 mm thick Copper strip_H5 |
| 125 | Supply and installation of SS sampling point as per drawing/ instruction of EIC_L |
| 126 | \\" RETRACTABLE CORROSION COUPON HOLDER, 24\\"\\" Supply and installation of retractable Corrosion Coupon Holder with 2\\"\\" Thread-O-Ring ( TOR) fitting complete with Caps, Plugs, O-Ri ngs, Nipple & 2\\"\\" 150#/600#/900#full bore threaded ball valve.\\" |
| 127 | \\" RETRACTABLE CORROSION COUPON HOLDER, 18\\"\\" Supply and installation of retractable Corrosion Coupon Holder with 2\\"\\" Thread-O-Ring ( TOR) fitting complete with Caps, Plugs, O-Ri ngs, Nipple & 2\\"\\" 150#/600#/900#full bore threaded ball valve.\\" |
| 128 | Supply & Installation of safety shower and eye wash as per drawing / instructions of EIC |
| 129 | CSW Services - Mech - CPCL |
| 130 | Above Ground Equipments Installation:, Taking delivery of equipments, shifting/transporting within station premises, placing on pre -constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, d r aining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with th e relevant drawings, manufacturer's installation instruction, specifications and instructions of Site Engineer / EIC., Note: Weig ht of equipment is indicative only, Payment shall be done based on actual weight of equipment |
| 131 | Separator (Coalescer) Filter (Approx Unit Weight =15 MT per Unit)_B17 |
| 132 | Single Basket Type Strainer - 18\\" x 150# (Approx Unit Weight =5 MT per Unit) |
| 133 | \\"Insulating Coupling Erection:, Taking delivery,shifting/transporting within station premises and installation of Insulating Couplin gs of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test befo r e and after erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing th e work in all respects in accordance with the relevant drawings, manufacturer's installation instructions, specifications and ins tru ctions of Site Engineer / EIC. 16\\" Insulating Coupling 600#/ 900#_B7 |
| 134 | 18\\" x 150# Insulating coupling_B15 |
| 135 | Above ground process piping:, Taking delivery & transporting of pipes from designated stock pile location /Designated godown both fr om outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners fr o m designated location within station premises, transporting the same to site, fabrication and erection of above ground piping incl ud ing cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, eq ual and reducing outlet tees,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments suc h as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipm ent n ozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wa ter after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie- in, fin al cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and c onsumabl es necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing t he work i n all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grad e mentione d in the item are for reference only and may vary. Payment shall be based on OD. |
| 136 | 24\\" OD x 0.375\\"/0.438\\"WT APL 5L |
| 137 | 18\\" OD x 0.375\\"/0.438\\"WT APL 5L |
| 138 | 16\\" OD x 0.375\\"/0.438\\"WT APL 5L _D1 |
| 139 | 14\\" OD x 0.375\\"WT API 5L Pipe_D2 |
| 140 | 12.75\\" OD x 0.375\\" WT APL 5L _D3 |
| 141 | 10.75\\" OD x 0.365\\" APL 5L _D4 |
| 142 | 8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333_D5 |
| 143 | 6.625\\" OD x 0.280\\" ASTM A 106 Pipe/A333_D6 |
| 144 | 4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333_D7 |
| 145 | 3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B /A333 _D8 |
| 146 | 2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B /A333 _D9 |
| 147 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B /A333_D11 |
| 148 | Under ground piping for Process piping (with PU/3LPE Coating): |
| 149 | 24\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G |
| 150 | 18\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G |
| 151 | 16\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G_F2 |
| 152 | 14\\" OD x 0.375\\"WT APL 5L -U/G_F3 |
| 153 | 12.75\\" OD x 0.375\\" WT APL 5L -U/G_F4 |
| 154 | 10.75\\" OD x 0.365\\" APL 5L -U/G_F5 |
| 155 | 8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT API 5L /ASTM A106/A333 -U/G_F6 |
| 156 | 6.625\\" OD x 0.280\\" ASTM A 106 Gr B/A333 Pipe -U/G_F7 |
| 157 | 4.5\\" OD x 0.237\\"WT ASTM A 106 Gr B/A333 -U/G_F8 |
| 158 | 3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333 -U/G _F9 |
| 159 | 2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B/A333 -U/G _F10 |
| 160 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A333 -U/G_F12 |
| 161 | Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transportin g the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli n g for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of und er ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation in str uctions and specifications and instructions of the Site Engineer / EIC. |
| 162 | 18\\" x ANSI 150 / 300# MOV F/F API 6D Ball Valve |
| 163 | 16\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve |
| 164 | 12\\" x ANSI 150 / 300# MOV F/F API 6D Ball Valve |
| 165 | 10\\" x ANSI 150# / 300# MOV F/F API 6D Ball Valve |
| 166 | 10\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve |
| 167 | 8\\" x ANSI 150 / 300# HOV F/F API 6D Ball Valve |
| 168 | 6\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve |
| 169 | 4\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J75 |
| 170 | 3\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve |
| 171 | 2\\" x ANSI 150# / 300# HOV F/F API 6D Ball Valve _J76 |
| 172 | 1\\" x ANSI 800# HOV W/W API 602 Gate Valve _J52 |
| 173 | 1\\" x ANSI 150# / 800# HOV F/F BS 5351 BALL VALVE_J80 |
| 174 | 18\\" x 150# , API 6D SWING CHECK VALVE , F/F, A/G_J112 |
| 175 | 10\\"x ANSI 150# F/F API 6D Swing Check Valve_J115 |
| 176 | 8\\"x ANSI 150# F/F API 6D Swing Check Valve_J116 |
| 177 | 4\\"x ANSI 150# F/F API 6D Swing Check Valve_J118 |
| 178 | 3\\"x ANSI 150# F/F API 6D Swing Check Valve_J119 |
| 179 | 2\\"x ANSI 150# F/F API 6D Swing Check Valve_J120 |
| 180 | 18\\" 150 / 300# Control Valve F/F |
| 181 | 18\\"x ANSI 150 / 300# F/F A/G BS-1873/BS EN ISO 15761 GLOBE Valve |
| 182 | 2\\"x ANSI 150# / 300# F/F A/G BS-1873/BS EN ISO 15761 GLOBE Valve_J156 |
| 183 | 18\\"x ANSI 150# F/F A/G API 6D Plug Valve |
| 184 | 8\\" / 10\\" Pilot operated Surge Pressure Relief Valve 150# F/F |
| 185 | 1\\" x 1\\" Thermal Relief Valve F/F ANSI 150# x 150#_J175 |
| 186 | Radiographic Inspection:, Inspection of welding by radiographic method on all types of piping including processing of films and inte rpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptabil i ty or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge incl us ive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all res pects as envisaged in the contract documents., Note:, i) Payment will be on the basis of number of welds of the respective size rad iographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document., ii ) Ra diography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size., iii) Fo r set- on type branch welding, the rate for radiography will be as applicable to the branch pipe size., iv) Repeat radiography of i ndividu al welds due to defective films or repair of welds shall be done at contractor's cost., In case where radiography is not pos sible:, v) Verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where requ ired sha ll be done at Contractors cost. |
| 187 | 24\\" NB Pipe Joints RT_M2 |
| 188 | 18\\" NB Pipe Joints RT_M3 |
| 189 | 16\\" NB Pipe Joints RT_M3 |
| 190 | 14\\" NB Pipe Joints RT_M4 |
| 191 | 12\\" NB Pipe Joints RT |
| 192 | 10\\" NB Pipe Joints RT |
| 193 | 8\\" NB Pipe Joints RT_M7 |
| 194 | 6\\" NB Pipe Joints RT_M8 |
| 195 | 4\\" NB Pipe Joints RT_M9 |
| 196 | 3\\" NB Pipe Joints RT_M10 |
| 197 | 2\\" NB Pipe Joints RT_M11 |
| 198 | 1\\" NB Pipe Joints RT_M13 |
| 199 | Piping Modification:, Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required b y site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, l i ning up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric red uc ers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, ther mow ells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc ., w elded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostat ic te sting of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpl uses i ncluding providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those s pecifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawin gs, spec ifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers onl y modific ation / rework jobs.) |
| 200 | Piping Modification: Pipe size up to 2 inch NB_X1 |
| 201 | Piping Modification: Pipe size 3 inch NB to 6 Inch NB_X2 |
| 202 | Piping Modification: Pipe size 8 inch NB and above_X3 |
| 203 | Fabrication of Mitre Bends - Long Radius:, Taking delivery of pipes from designated locations, transporting the same to site and fab rication of carbon steel piping specials by cutting, edge preparation, welding, all types of testing including radiography & includ i ng supply of all inputs such as labour, materials (other than those specifically undertaken to be supplied by the Owner under the co ntract), equipments, consumables etc. necessary to perform and completing the work in all respects in accordance with drawings, s pec ifications and instructions of the Site Engineer / EIC. |
| 204 | 12.75\\" OD x 0.375\\" WT more than 45° & up to 90° Mitre Bend_P3 |
| 205 | Double Cut Joint Hook-up: Cutting of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the e nds including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the wo rk in all respect as per specification and instruction of the Site Engineer / EIC., Note: The job also include evacuation of produc t f rom the piping section after isolating the section and flushing with water and its disposal. |
| 206 | 18\\" OD - Double Cut |
| 207 | 16\\" OD - Double Cut_O1 |
| 208 | 4.5\\" OD - Double Cut_O7 |
| 209 | 3.50\\" OD - Double Cut_O8 |
| 210 | 2.375\\" OD - Double Cut_O9 |
| 211 | Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at wending joints ), Taking delivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reduc i ng outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pre ss ure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment noz zles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wate r after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and cons umable s necessary to perform the work (other than those specifically under taken by the owner in this contract).The scope shall als o inclu de cleaning of internal surface of pipes conforming to SSPC SP-10 at all location where coating has been distroyed due to we lding an d repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake fi lled /Liq uid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expect ed would b e at pipe end, Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to wat er and comp leting the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. |
| 212 | 12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe_E5 |
| 213 | 4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW_E9 |
| 214 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B -FW_E12 |
| 215 | Under ground piping for Fire Water Piping (with PU/3LPE Coating): |
| 216 | 12.75\\" ODx 0.250\\" WT IS3589 FE410 Pipe U/G_G4 |
| 217 | 4.5\\" ODx 0.237\\" WT ASTM A 106 Gr B Pipe FW U/G_G8 |
| 218 | 1.315\\" ODx 0.179\\" WT ASTM A 106 Gr B Pipe FW U/G_G11 |
| 219 | Installation of Valves(for Fire water Lines-Tanks & Piping) : , Taking delivery of valves of all types and pressure rating from thed esignated location within station premises, transporting the same tosite, erecting above ground on preconstructed foundations or un d ergroundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and p ainting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, m ate rial and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /E IC. , Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. |
| 220 | 12\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K7 |
| 221 | 4\\"x ANSI 150 # HOV F/F API 600 Gate Valve FW_K11 |
| 222 | Hook-up of New Piping with existing fire water Piping :, Isolating the section by closing the valve and providing positive isolatio n with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping o f required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding, bev el ing the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding both t he pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour, m ate rials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instructio n of the Site Engineer / EIC. , , NOTE: , i) This is a high precision work which is to be executing in minimum time so reduce opera tion downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engi neer and contractor should mobile all required resources before start of work. , ii) The job also include evacuation of product fro m the piping section after isolating the section and flushing with water and its disposal., iii) Prior to start of work Party to pr epare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approv ed pro cedure. |
| 223 | 12.75\\" OD piping |
| 224 | \\"High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4\\"\\" X 150# HVLR_L2 Taking delivery of mo nitors from thedesignated location, transporting the same to site, erecting over fire water line as per AFC dr awings including all inputs, labour, material and consumable and completing the work in all respects in accordance with the drawing s,manufacturer's in stallation instructions and specifications andinstructions of the Site Engineer /EIC.\\" |
| 225 | \\"Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\\"\\" x 150# WNR F Flange_L3 Taking delivery of hydrants from thedesignated location, transporting the same to site, erecting over fire water line as per AFC dr awings including all inputs, labour, material and consumable and completing the work in all respects in accordance wi th the drawing s,manufacturer's installation instructions and specifications andinstructions of the Site Engineer /EIC.\\" |
| 226 | Dismantling of Structures: _Q |
| 227 | Dismantling of Piping Aboveground and equipments_R |
| 228 | Dismantling of Piping Underground_S |
| 229 | Development of As Built Drawings , Data Sheets etc.:_T |
| 230 | FW Network Analysis as per specification_U |
| 231 | CSW Composites - Mech - CPCL |
| 232 | \\"Supply and Erection of Structural Steel:_A Supplying at site, steel structural items such as steel plates, bars, chequered plates, angles, beams channels, commercial quality h eavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., f abrication and erection of saddle supports an d other type of supports for pipes manifolds and valves, fabrication and erection of p latforms walkways, stairways etc., sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and complete the work in all respect, in accorda nce with drawings, specifications and instructi ons of the Site Engineer / EIC.\\" |
| 233 | \\"Supply and Erection of Electroforged Grating_B Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be norma ny of size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordan ce with drawings, specifications and instructions of the Site Engineer / EIC.\\" |
| 234 | \\"Supply and Erection of GI Structural _C Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items inclu ding supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respec t, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.\\" |
| 235 | \\"Painting: Zinc Ethyl Slicate Primer_D1 Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or wit h power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of pr imer and Intermediate Coat and painting the surfaces with two coats of finish paint as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site En gineer / EIC\\" |
| 236 | Painting: High Build EPOXY MIO_D2 |
| 237 | Painting: Isocynate Aliphatic Poly Urethene(PU)_D3 |
| 238 | \\"PU /liquid epoxy Coating of under ground piping: Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 Cleaning exposed steel surface s of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying polyurethane coating(PU) using 100% solvent free elas tomeric plyurethane/ liquid e poxy, with approved materials, labour, equipment etc. and completing the job in all respects as per spe cification and instructions of the Site Engineer / EIC.\\" |
| 239 | \\" Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping Supply and Installation of one copper jumper per flanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cutt ing drilling of holes of required size in the copper strips/ flats for bolting purp ose and complete the works in all respects as pe r specifications & drawings and instructions of Site Engineer/ EIC. Note:- Copper j umpers shall be installed in all the flanged jo ints of Product Process piping only and not in fire water lines\\" |
| 240 | Up to 30 mm wide x 1 mm thick Copper strip_H3 |
| 241 | 30 - 50 mm wide x 1 mm thick Copper strip_H4 |
| 242 | 50 - 75 mm wide x 1 mm thick Copper strip_H5 |
| 243 | Supply and installation of SS sampling point as per drawing/ instruction of EIC_L |
| 244 | Supply and installation of Pig Handling System with jib crane for 24\\" Barrels |
| 245 | Supply & Installation of safety shower and eye wash as per drawing / instructions of EIC |
| 246 | \\" RETRACTABLE CORROSION COUPON HOLDER, 18\\"\\" Supply and installation of retractable Corrosion Coupon Holder with 2\\"\\" Thread-O-Ring ( TOR) fitting complete with Caps, Plugs, O-Ri ngs, Nipple & 2\\"\\" 150#/600#/900#full bore threaded ball valve.\\" |
| 247 | Excess Items_MECH |
| 248 | Mechanical Works |
| 249 | Mechanical Works - Vallur |
| 250 | 10\\" SWMG ANSI 150#_A.8 |
| 251 | 8\\" SWMG ANSI 150# _A.9 |
| 252 | 3\\" SWMG ANSI 150#_A.12 |
| 253 | Fasteners for Flanges 10\\" x 150# (0.87 |
| 254 | Fasteners for Flanges 8\\" x 150# (0.750 |
| 255 | 8\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C |
| 256 | 3\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C |
| 257 | 3\\", BLRF FLANGE, ANSI - 150# (B 16.5)_ |
| 258 | 3\\" x 2\\" ANSI 150# Un Equal Tee_E.31 |
| 259 | 2\\" ANSI 150# 90 deg LR Bends_E.132 |
| 260 | 4\\"x3\\" x Concentric Reducer X 150#_E.230 |
| 261 | 24\\"x4\\" X 150# Weld-o-let |
| 262 | 18\\"x2\\" X 150# Weld-o-let |
| 263 | 16\\"x2\\" X 150# Weld-o-let_G.33 |
| 264 | 12\\"x2\\" x 150# Weld-o-let _G.39 |
| 265 | 10.75\\" OD x 0.365\\" WT, API5L PIPE, UPTO |
| 266 | 2.375\\" ODx 0.218\\" WT (Sch.XS) ASTM A 10 |
| 267 | BALL,API6D,F/F,A/G,TRU HOV,10IN,150# |
| 268 | BALL API6D HOV F/F A/G TRU 8IN 150# |
| 269 | BALL API6D HOV F/F A/G TRU BL F SF 3IN |
| 270 | BALL API6D HOV F/F A/G TRU BL F SF 2IN |
| 271 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE V |
| 272 | SWING CHECK VALVE, F/F A/G RF, API 6D, |
| 273 | 1\\" x 1\\" 150# x150# F/F TRV_O.60 |
| 274 | 24\\" OD x 0.375\\"/0.406\\"WT APL 5L |
| 275 | 18\\" OD x 0.375\\"/0.438\\"WT APL 5L |
| 276 | 12.75\\" OD x 0.375\\" WT APL 5L _D3 |
| 277 | 2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B /A |
| 278 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B / |
| 279 | 10.75\\" OD x 0.365\\" APL 5L -U/G_F5 |
| 280 | 3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333 |
| 281 | 2.375\\" OD x 0.218\\"WT ASTM A 106 Gr B/A3 |
| 282 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A |
| 283 | 16\\" x 150# , API 6D SWING CHECK VALVE , |
| 284 | 14\\" x 150# , API 6D SWING CHECK VALVE , |
| 285 | 10\\" x ANSI 150# / 300# HOV F/F API 6D B |
| 286 | 8\\" x ANSI 150# / 300# HOV F/F API 6D Ba |
| 287 | 3\\" x ANSI 150# / 300# HOV F/F API 6D Ba |
| 288 | 2\\" x ANSI 150# / 300# HOV F/F API 6D Ba |
| 289 | 1\\" x ANSI 800# HOV W/W API 602 Gate Val |
| 290 | 18\\"x ANSI 150# F/F A/G API 6D Plug Valv |
| 291 | 8\\"x10\\" Pilot operated Surge Pressure Re |
| 292 | 1\\" x 1\\" Thermal Relief Valve F/F ANSI |
| 293 | Supply and Erection of Structural Steel |
| 294 | Mechanical Works - CPCL |
| 295 | 10\\" SWMG ANSI 150#_A.8 |
| 296 | 3\\" SWMG ANSI 150#_A.12 |
| 297 | 2\\" SWMG ANSI 150#_A.13 |
| 298 | Fasteners for Flanges 10\\" x 150# (0.87 |
| 299 | Fasteners for Flanges 2\\" x 150# (0.625 |
| 300 | 3\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C |
| 301 | 2\\", WNRF FLANGE, ANSI - 150# (B 16.5)_C |
| 302 | 3\\", BLRF FLANGE, ANSI - 150# (B 16.5)_ |
| 303 | 3\\" x 1\\" ANSI 150# Un Equal Tee_E.32 |
| 304 | 1\\" ANSI 150# 90 deg LR Bends_E.133 |
| 305 | 18\\"x4\\" X 150# Weld-o-let |
| 306 | 3.500\\" ODx 0.216\\" WT (Sch.STD) ASTM A 1 |
| 307 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE V |
| 308 | 16\\" OD x 0.375\\"/0.438\\"WT APL 5L _D1 |
| 309 | 8.625\\" OD x 0.322\\" / 0.375\\" / 0.438\\" WT |
| 310 | 3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B /A33 |
| 311 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B / |
| 312 | 18\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G |
| 313 | 16\\" OD x 0.375\\"/0.438\\"WT APL 5L -U/G_F |
| 314 | 3.5\\" OD x 0.216\\"WT ASTM A 106 Gr B/A333 |
| 315 | 1.315\\" OD x 0.179\\"WT ASTM A 106 Gr B/A |
| 316 | Civil CSW (ITC) at Vallur |
| 317 | EARTHWORK : |
| 318 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 319 | In all kinds of soil |
| 320 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 321 | CONCRETE WORK : |
| 322 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 323 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 324 | REINFORCED CEMENT CONCRETE : |
| 325 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : |
| 326 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 327 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 328 | Foundations, footings, bases of columns, etc. for mass concrete |
| 329 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 330 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 331 | All works upto plinth level |
| 332 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 333 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 334 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit \\"QN\\" shall me an \\"QUINTAL\\"] |
| 335 | All works upto plinth level |
| 336 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer 's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge] |
| 337 | MASONRY WORK : |
| 338 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 339 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 340 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \\"EPILUX 155 High Build Enamel over a coat of \\"EPILUX 610\\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 341 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 342 | FLOORING : |
| 343 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 344 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 345 | 1:6 (1 cement : 6 coarse sand) |
| 346 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 347 | Neat cement punning. |
| 348 | GENERAL WORKS : |
| 349 | Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansio n joints, etc. complete as per directions of the Engineer-in-Charge. |
| 350 | Civil CSW (NonITC) at Vallur |
| 351 | EARTHWORK : |
| 352 | Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 353 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 354 | In all kinds of soil |
| 355 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge : |
| 356 | In all kinds of soil |
| 357 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 358 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 359 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 360 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Charge complete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 361 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 362 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. |
| 363 | CONCRETE WORK : |
| 364 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 365 | 1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 366 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 367 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 368 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 369 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 370 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. |
| 371 | REINFORCED CEMENT CONCRETE : |
| 372 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : |
| 373 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 374 | 1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces] |
| 375 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with : |
| 376 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 377 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas , lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cos t of centering, shuttering, finishing and reinforcement, with : |
| 378 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 379 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 380 | Foundations, footings, bases of columns, etc. for mass concrete |
| 381 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 382 | Suspended floors, roofs, landings, balconies and access platform |
| 383 | Shelves (Cast in situ) |
| 384 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 385 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 386 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 387 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 388 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level : |
| 389 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 390 | All works upto plinth level |
| 391 | All works above plinth level upto floor V level |
| 392 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 393 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer 's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge] |
| 394 | MASONRY WORK : |
| 395 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 396 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 397 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 398 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 399 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 400 | CLADDING WORK : |
| 401 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Raj Nagar Plain white marble / Udaipur green marble/ Zebra black marble for kitchen platforms, vanity counters, window sills, facias and similar locations of req uired size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treat ed with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to gi ve high gloss finish etc. complete at all levels : |
| 402 | Area of slab over 0.50 sqm |
| 403 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels : |
| 404 | Area of slab up to 0.50 sqm |
| 405 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge. |
| 406 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge. |
| 407 | STEEL WORK : |
| 408 | 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 arrange ments 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-1) and M.S. top co ver of required thickness for rolling shutters : |
| 409 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 410 | Providing and fixing ball bearing for rolling shutters. |
| 411 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete : |
| 412 | Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. |
| 413 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \\"EPILUX 155 High Build Enamel over a coat of \\"EPILUX 610\\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 414 | Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately]. |
| 415 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 416 | Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bolting with ti e members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engine er-in-Charge. |
| 417 | FLOORING : |
| 418 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 419 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge. |
| 420 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge : |
| 421 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 422 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 423 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) : |
| 424 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete : |
| 425 | Size of Tile 600x600 mm |
| 426 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete : |
| 427 | Size of Tile 600x600 mm |
| 428 | ROOFING & CEILING : |
| 429 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 430 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 431 | Providing and fixing thermal insulation system for roof of VFD Room consisting of G.I. channels of size 50x50x5 mm thick all around periphery and intermediate runner of composite unit made of two channel sections at 1220 mm centre to centre fixed with G.I. dash fa stners 6 mm x 40 mm x 60 mm, fixing 50 mm thick Rockloyd Rockwool Slabs manufactured by M/s LLOYD INSULATIONS (INDIA) LIMITED or any other approved equivalent brand of density 48 Kg/cum laminated with 0.05 mm aluminium foil on facing side having K-Value of 0.028 W mK on to the G.I. channels with neccessary G.I. wire netting & 20 mm S.T. screws at 150 mm c/c, fixing Gypsum Board or E-Board on to the G.I. channels with self tapping screw, necessary beading at joints including cleaning the soffits, making openings for light fi ttings etc. with suitable peimeter framing all complete as per manufacturer's recommendations and directions of the Engineer-in-Char ge. |
| 432 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 433 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 434 | Coupler (110 mm) |
| 435 | Single Push-fit Coupler (110 mm) |
| 436 | Bend- 87.5 Degrees (110 mm) |
| 437 | Shoe - Plain (110 mm) |
| 438 | Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centr e, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip m etalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns e xterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both su rfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and specia l male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sea ling tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement sha ll be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give mini mum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages a cross laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation : |
| 439 | Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs]. |
| 440 | Supplying, erecting and fixing in position 600 mm wide Colour Bond Ridge Cap and corner flushing rolled from 0.5 mm TCT BHP Zincalum e AZ-150 High Tensile Steel (550 MPa Yield Strength) including fixing to sheets stiched by (4.8 mm x 16 mm) Hex Head stitch screws, with metal bonded EPDM washers all complete as per specifications and directtions of the Engineer-in-Charge. |
| 441 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ' J' or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system un der approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS:10192 and IS:12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified : |
| 442 | 2 mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\" ) as specified. |
| 443 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow 'V' groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer's recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose]. |
| 444 | FINISHING : |
| 445 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 446 | 1:6 (1 cement : 6 fine sand) |
| 447 | 12 mm cement plaster of mix : |
| 448 | 1:4 (1 cement : 4 coarse sand) |
| 449 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 450 | 1:6 (1 cement : 6 coarse sand) |
| 451 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 452 | 1:3 (1 cement : 3 fine sand) |
| 453 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 454 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 455 | Neat cement punning. |
| 456 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. |
| 457 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 458 | Water thinnable cement primer |
| 459 | Finishing walls with water proofing cement paint of required shade : |
| 460 | New work (Two or more coats applied @ 3.84 Kg/10 sqm) |
| 461 | Finishing walls with textured exterior paint of required shade : |
| 462 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 463 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 464 | Two or more coats on new work |
| 465 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. |
| 466 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved bra nd and manufacture, including applying additional coats wherever required, to achieve even shade and colour : |
| 467 | Two coats |
| 468 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 469 | One or more coats on old work |
| 470 | REPAIR & REHABILITATION WORKS : |
| 471 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. |
| 472 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge.,,,, |
| 473 | DISMANTLING & DEMOLISHING : |
| 474 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lea d of 1.0 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. |
| 475 | ROAD WORK : |
| 476 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres. |
| 477 | Supplying and stacking at site : |
| 478 | 90 mm to 45 mm size stone aggregate |
| 479 | Stone screening 13.2 mm nominal size (Type A) |
| 480 | Moorum |
| 481 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rollin g with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite ty pe of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 482 | Surface dressing on new surface with paving bitumen of grade VG-10 of approved quality using 2.25 Kg of bitumen per sqm with 1.65 cu m of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capa city etc. complete. |
| 483 | Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 Kg/sqm of surface area with 1.5 cum of st one chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, e tc. complete : |
| 484 | Using Bitumen Emulsion (Minimum 50% bitumen content- RS grade conforming to IS:8887) |
| 485 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 486 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer |
| 487 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"]. |
| 488 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 489 | Using Grade 'A' sealing compound. [Note: Unit \\"CM\\" shall mean \\"PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH\\"]. |
| 490 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete : |
| 491 | New work (Two or more coats) |
| 492 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 493 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications. |
| 494 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transpo rted to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desire d compaction and density, complete as per specificatons and directions of the Engineer-in-Charge : |
| 495 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch T ype Hot Mix Plant of 100-120 TPH capacity. |
| 496 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge : |
| 497 | 80mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern. |
| 498 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 499 | DRAINAGE : |
| 500 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 501 | 450 mm dia. R.C.C. pipe |
| 502 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cemen t mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 503 | 450 mm dia R.C.C. pipes |
| 504 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge. |
| 505 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge : |
| 506 | 1000mm x 1000mm x depth up to 1200mm inner dimensions. |
| 507 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 508 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 509 | PILE WORK : |
| 510 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : |
| 511 | 450 mm diameter piles |
| 512 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified dia meter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. [Note: Length of pile for payment shall be measured upto to the bottom of pile cap] : |
| 513 | 400 mm diameter piles |
| 514 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit \\"EA\\" shall mean \\"PER TEST\\"] |
| 515 | ALUMINIUM WORK : |
| 516 | Providing and fixing aluminium work for doors, windows, ventilators and partitions 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, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 517 | For fixed portion : |
| 518 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 519 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 520 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 521 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 522 | With float glass panes of 5.50 mm thickness |
| 523 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 524 | With stainless steel cover plate minimum 1.25 mm thickness |
| 525 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 526 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 527 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete. |
| 528 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complet e : |
| 529 | Powder coated (Minimum thickness 50 micron) Aluminium |
| 530 | Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per directions of the Eng ineer-in-Charge : |
| 531 | Powder coated (Minimum thickness 50 micron) Aluminium |
| 532 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film \\"HP NATURAL 35 SAFETY COMBINATION FILM-4Mil\\" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per directions of the Engineer -in-Charge. |
| 533 | WATERPROOFING : |
| 534 | Grading roof for water proofing treatment with : |
| 535 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 536 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge. |
| 537 | GENERAL WORKS : |
| 538 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 539 | Supply, installation, testing & commissioning of Turbo Roof Air Ventilators of Fan Size- 24 inch (neck/ throat dia.), Ventilator Dia meter- 30 inch, Ventilator Base (FRP)- standard width 1.8m x dome height 750mm, Opening for ventilation dome- 860mm x 680mm x 608mm, thickness 2mm etc. complete in all respects and as per specifications and directions of the Engineer-in-Charge. |
| 540 | Providing barricading of 3.0 m height made of 1mm thick G.S. corrugated sheet with steel angle post (ISA65x65x6) at every 1.5 m inte rval and steel angle bracings (ISA 50x50x6) at every 3.0m interval, embeding posts in cement concrete (1:2:4) padestals of size 450m m x 450mm x 750mm), providing necessary bolts, nuts, fixing, etc. including painting of steel sheet and angles with two coats of alu minium/ synthetic enamel paint over a coat of red oxide zinc chrome primer, inclusive of cost of all labour, material, tools, tackle s, etc. complete in all respects as per drawing, specifications and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific approval of the Engineer-in-Charge]. |
| 541 | NEW TECHNOLOGIES & MATERIALS: Please Enable Macros to View BoQ information |
| 542 | NEW TECHNOLOGIES & MATERIALS: Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 23, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 28, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 28, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 23, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 04, 2026
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 04, 2026
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 17, 2026
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 17, 2026
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 01, 2026
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 days
Sep 01, 2026
18:00 IST
Corrigendum-10 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender