Indian Oil Corporation Limited Tender

Clearing of grass, brush, saplings, small trees measuring up to 1 M from NGL as per site condition and removal of the rubbish outside site premises and at unobjectionable place.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth measured at a height of Min.1m above ground level to any height as per site condition and removal of rubbish outside the site and to unobjectionable place as directed by IOCL.

Earthwork: Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means (exceeding 30 cm in depth) in foundation trenches or drains or land development including dressing of sides & ramming of bottoms, lift, including removal of the excavated soil, providing shoring, strutting, dewatering as required & disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place, disposed earth to be levelled and neatly dressed. Note: a. Any excavation within 300 mm below the NGL shall not be considered for payment. b. Vendor shall consider any extra width required for providing shuttering, shoring, strutting for earth retention etc in his scope which shall not be considered for measurements / payments. c.Tenderers to note that initial & final level survey shall be under taken jointly by the Contractor & IOCL Site Engineer for calculation of earth volume using latest Rule in case of land development / cutting works. d. Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks.

In any kind of Soil

Earth Filling: Earth filling with availble or imported earth with by ramming and watering in complete finish level as required.

Tenderer to note the following: a) Initial & final level survey shall be under taken jointly by the Contractor & IOCL Site Engineer. b) Tenderers to note that the scope of works inlcude provision of permanent & temporary bench marks as per the instructions of the Site Incharge. c) Tenderers to note that approval from IOCL shall be obtained for the imported earth & quarry used for ass filling & necessary test reports from a Govt Engg Colleges / Universities / NABL Accredited labs (With the approval of IOCL) have to be submiited for the parameters specified by IOCL prior to undertaking filling in the site. d) Item rate is inclusive of applicable Royalty for the importe dearth / Specific approval to be obtained from concerned Statutory Authorities. Necessary Royalty receipts / NOC to be submitted by the Contractor. e) Net quantity of compacted earth as per initial and final levels shall be paid & no compensation what so ever on account of subsidence of soil etc shall be permitted. f) No Back-filling will be paid; the rate is included in the excavation.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15 cm in depth, consolidation each deposited layer by ramming and watering, within premises irrespective of lift & lead. Item includes compaction using Vibratory Roller of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density). The imported earth should have Liquid Limit & Plasticity Index below 20 and 6 respectively. No payment shall be done for Back filling.

Controlled earth filling with good quality imported earth from approved source under floors and places with special compaction to achieve dry density of 95% standard proctor density as per instruction of engineer in charge at all heights/ depths. The rate include with transportation, depositing, compaction, dressing trimming complete as desirsed In layers not exceeding 15 cm including watering, consolidating by mechanical means as per specification and direction of E.I.C. Item includes compaction using Vibratory Roller of 8 to 10 ton capacity for earth work in under optimum moisture conditions to give at least 95% of the maximum dry density (Proctor Density).

PCC AREA AROUND SHED

Providing and laying in position cement concrete of specified grade including cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering, reinforcement, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.)

Providing & Laying PCC 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) (Minimum Cement Content - 220 Kg/CuM)

SHED WITH ALLIED FACILITIES

Shed Column, Pedestal, footings, Tie Beams, In foundation & plinth , Shed floors, base

FLOORING AND COLUMN ABOVE FLOOR

Supplying and Local sand filling within the grading zone IV of fine aggregates as per latest relevant IS specifications, in plinth, under floors etc. in layers not exceeding 15 cm in depth, each deposited layer to be compacted by ramming watering and dressing complete. Sand with high silt content shall not be allowed.

Providing and laying stone boulder soling with stone boulders of size 125 mm including packing filling interstices with smaller size stonesdry and wet consolidition with moorum as coarse aggregate in foundation, trenches, pavements including ramming, consolidating with mechanicalmeans and tamping etc. completed as directed at the site (Compacted thickness shall be measured for payment)

Providing and laying in position cement concrete of specified grade including cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering, reinforcement, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.)

Providing & Laying PCC 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) (Minimum Cement Content - 220 Kg/CuM)

Providing & Laying RCC - RMC M25 Grade Dexign Mix (Minimum Cement Content - 330 Kg/CuM)

Providing and laying in position cement concrete of specified grade including cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering reinforcement, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.)

Providing & Laying RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm (Minimum Cement Content - 320 Kg/CuM)

Steel structures

a) Gusset plates, Stiffener plate, Welds, bolts, nuts, washers, splice plate, erection clits / clamps & supports shall not be measured and paid for separately and shall be deemed included in structural steel item. Nothing extra shall be paid on this account. This bridge and purlin fixing accessories is not to be measured and nothing extra shall be paid on this account. Knee bracing and lapping of purlin shall not be measured separately and nothing extra shall be paid on this account. b) Prior approval of Engineer-in-charge shall have to be obtained for changing the sections due to non- availability of certain sections and using built up section/ compound sections and nothing extra shall be paid for on this account. c) Packing cut pieces of plates, templates etc. provided in the base plate of column for leveling etc. shall not be measured and paid separately. d) All Structure outside as well as inside surfaces of box sections shall be painted as per the specification.

Manufacturing, fabricating, supplying, transporting to site, erecting, hoisting and fixing in position structural steel frames, portals, cantilevers, canopies, all bracings, purlins, girts, sag rods, wind ties etc. including any crane runway beams, monorails, walkways, hand railing and access ladders as shown in the drawings, as per specification, including all materials wastage, fasteners, connections etc. complete, including painting as per the given Specification for the steel structure as per direction of Engineer-in-charge.

Prepartion of fabrication drawings including bill of materials, getting approval from consultant/Client, including Supply, fabrication and erection of structural steel / Steel work in built up : Supplying, fabricating and erecting structural steel members /Steel work/pipe section (heavy duty pipe) in built up trusses such as column, column bracing, rafter, roof bracing, struts, roof purlin, side grits, sag angles, rod etc. including all erection materials to complete the all composite works as per attached drawings including surface preparation by sand / grit blasting conforming to swedish standard SA 2 1/2 for painting, supply and application of 1st coat of inorganic zinc silicate 75 microns DFT, 2nd coat of intermidiate of epoxy high build micaceous iron oxide (MIO) 120 microns DFT, 3rd coat finishing paint of acrylic polyurethane 40 microns DFT, and 4th coat finishing paint of acrylic polyurethane 40 microns DFT (total DFT = 275 microns minimum) of approved colour. finishing coat shall be applied one before erection and one coat after erection, including loading, transportation, unloading delivery at erction site of all fabricated structures, storage and handling at site, site assembly and finally erction of structures at appropriate location, alignment and welding of all structures true to line level, plumb and dimension. the work shall be completed as per drawings, technical specifications and direction of E.I.C, Note: the cost of MS bolts and nuts (permanent and service), washers,electrodes, putty, gases, shims, packs, cost of straightening the raw materials. Built up section at any shape cutting of flats from plates and providing splices, paints, tools, plants testing of materials etc. and all others related to work is included in this items. All jobs shall be done as per direction of E.I.C. Drawings provided along with the tender documents are to be used only as reference. The successful bidder shall submit complete structural & construction drawings to get it reviewed/approved by owner/ consultant in detail before taking up any fabrication / manufacturing activity.

Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

ROOFING AND WALL SHEETINGS

Supply and erection of zincalume high tensile colour coated steel sheet on roof and sides: preparation of sheeting drawings, bill of materials, getting approval from consultant/client, supply, transportation and delivery at site, unloading at site, cutting and bending of sheets to required shapes and sizes and erecting them on roof and sides, including supply and fixing of colour coated 0.5 mm (minimum) Base Metal Thickness (BMT) and 0.58 mm (min) TCT/TPT zincalume Lysaght KLIP-LOK concealed fix or approved equivalent profile of ~700 mm effective cover width, with four major deep corrugation, ~43mm deep rib spaced @ ~233 mm c/c along with micro-stiffeners perpendicular to the ribs for strength. The male and female rib shall have anti capillary groove to avoid any seepage of water through lateral overlap compatible flashing, trims, ridge panel, curved panel, canopy soffit closure, closers fittings and fixture etc., The steel sheet shall have minimum yield strength of 550 MPa, metallic coated with Aluminium-Zinc alloy (i.e. Zincalume), AZ150 (min 150 GSM coating total on both sides), conforms to AS 1397 / ASTM A 792M / IS15961, prepaintedwith Super Durable Polyester Colorbond XRW or approved equivalent with higher SRI value (Thermatech or approved equivalent technology) and uses only inorganic pigments in paint system conforms to AS/NZS 2728 type 4 / IS 15965 class 3 of Tata Bluesciope Steel make or approved equivalent. The "Concealed Fix" sheets shall be fixed to every purlin by means of KL70 clips or approved equivalent having spurs which will securely hold the sheets in position and lock-in the side lapand both centre ribs. The Clip KL-70 or approved equivalent shall be fastened with nominal 40µm Zinc Coated or nominal 25µm Zinc-Tin alloy coated, Hex head self drilling screw as per AS 3566-2002 Class 3 fasteners of approved make (Buildex/Roofex or equivalent) with EPDM washer as per the requirement considering the profile shape & the designed load. The profile sheet shall be of the same parent company as that of the coil. The faster size shall be calculated as per the design or manufacturer's recommendations. Roof sheet shall be laid in color as approved by client. All works shall be completed in respect as per drawing, technical specification, scope and description of works and as per direction of Enginner in charge (only net laid area to be measure for payments).

Statutory Testing & Painting Shed

i) Profiled Sheet for roofing including cantilever portion

ii) Plain Sheet for Ridges

iii) Plain sheet for Flashings/ Aprons/trims upto 600mm

iv) Plain Sheet for Gutter.

v) Profiled Sheet for wall cladding

Providing and laying in position cement concrete of specified grade including cost of centering and shuttering - All work up to any level: Providing and laying in position,Ready Mixed or machine batched, machine mixed as per the approved design mix of specific grade of cement concrete for plain / reinforced cement concrete work, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, using cement content as per approved design mix, including pumping of concrete to site of laying excluding the cost of centering, shuttering reinforcement, including admixtures (if any) in recommended proportions as per IS 9103 to accelerate / retard setting of concrete, improve work ability without impairing strength and durability as per direction of Site Engineer. (Minimum Cement content shall be as specified for individual grade of Concrete. Use of Less cement than specified for the grade will not be permitted. However in case of excess requirement of cement with respect to minimum cement content; as per the approved design mix; the same shall be in the scope of bidder & no extra payment shall be made on this account. (virgin plastic of 100 micron to be provided under PCC and RCC; the rate is included in the item.)

PLAIN CEMENT CONCRETE

Providing & Laying PCC 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) (Minimum Cement Content - 220 Kg/CuM)

REINFORCEMENT & EMBEDMENTS

a) Wastage in cutting will not be paid for. Only steel actually fixed in position will be paid by the linear measurement Chairs, Spacers & dowels shall not be paid separately. Only authorized hooks and laps approved in bar bending schedule shall be paid. Lapping of bars will be allowed only where the required bar length exceeds the standard lengths available. All other laps provided unless otherwise specified in the drawings shall not be measured and paid for. Weight of binding wire shall not be measured for payment. The prices are to include for the supply of all Reinforcement & Embedment at site by the Contractor

b) Reinforcement are to be tack welded in addition to binding by 18 SWG annealed wire wherever necessary to impart fixity. Bars of 28 mm dia. & above shall also be provided with stitch weld in additions to binding with annealed iron wire and nothing extra will be paid for stitch welding. Stitch welding shall be done as per IS specifications. No extra claim shall be entertained on this account.

c) Approved Make for Reinforcement Steel: i) TISCO ii) SAIL iii) RINL(VIZAG STEEL) iv) ESSAR v) JINDAL STEEL AND POWER

REINFORCEMENT STEEL:-STEEL REINFORCEMENT : Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels. The chairs and spacer bars provided will not be Measured for paymenrt. TMT BARS FE- 500 GRADE : ii)Thermo Mechanically Treated Bars Fe- 500 grade,Conforming to IS1786 ( Thumb Rule 1.25 Percentage of RCCx78.5(sp wt)x100, for Pilling 0.6 percentage x78.5x100 NOTE1:- Rate of include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with all bye works and sundry works complete. NOTE 2 :- chairs, Spacers, Binding wire, wastage etc. shall be to contractor's account.

Misc. Items

Providing and laying Brick work with bricks of class designation 75 Including Scaffolding :

Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH

Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure ABVOE PLINTH & UP TO FLOOR V LEVEL

Half brick masonry in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH

Half brick masonry in Cement mortar 1:4 (1 cement : 4 coarse sand) superstructure ABVOE PLINTH & UP TO FLOOR V LEVEL

15MM CEMENT PLASTER1:4 WITH COARSE SAND:iii) 15mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) on rough side of half or single brick wall (INSIDE)

Centering and shuttering including strutting, propping etc. and removal of form as per specifications, for :

Roads, Foundations, footings, bases of columns, Lintels, beams plinth beams,girders bressumers and cantilevers

Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc.

Columns, Pillars, Piers, Abutments, Posts pedestals and Struts.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. The rates is inclusive of all fittings, elbows in all complete

110 mm diameter

160 mm diameter PVC Rain water pipe

Providing and injecting with approved quality chemical emulsion forpre-constructional antitermite treatment and creating a chemical barrier as per IS:8944 and IS:6313 under and around the column pits, junctions of wall and floor, expansion joints, surrounding of pipes, conduits etc., along the perimeter of the building complete as per specificationand direction of the Engineer.

Providing and laying a Ready mix non-shrink cementitious grout ofcompressive strength of 45 N/mm2 under equipment base plate, anchorholes, etc. at all levels complete in all respects as perspecifications, drawing and direction of the Engineer-in-charge.[1) Approved makes are ACC, FOSROC, ROFF, SEIKA QUALCRETE.2) Minimum coverage as per manufacturers recommendations shall beapplied in absence of actual field consumption data.

Providing and fixing in concrete at all levels and positions, High Tensile bolts withnuts and washers (ANCHOR BOLTS & NUTS), pipe sleeves etc. including painting the exposedsurfaces with two coats of approved paint, providing grease to exposedarea of bolts, welding wherever necessary, complete as per drawing,specifications and instruction of Engineer-in- charge (PCC blocks, jigsand fixtures will not be paid extra) and protecting the same till final erection. This includes all Foundation Bolt, Anchor Bolts etc.

Providing and applying "SUPER SNOWCEM" or equivalent water proof cement paint of approved shade, two or more coats over a coat of primer at allheights and locations with all bye-works complete as per manufacturer'sspecification and directions of the Engineer. The rate shall include the cost of surface preparation and the primer coating

Supplying and fixing of 9kg DCP portable,cartridge type Fire extinguisher of approved make,Conforming to IS15683:2006,Body Carbon Steel as per IS:513,EDD grade with no vertical weld joint on the body Neck ring of seamless mild steel tube conforming to IS 1239 part-1, Valve assembly conforming to SS 316 grade or forged brass as per IS 6912 grade FLB, Inlet and outlet siphon tubes of SS 316 grade or of brass as per IS 407, Discharge nozzle of SS 316 grade of forged brass as per IS 6912, 500mm long discharge hose of EDPM rubber, powder coated wall mounting mild steel bracket,stainless steel safety Pin of SS 316 grade, Dry Chemical powder ( potassium bi-carbonate & Minimum 90% of the total chemical), ISI marked CO2 Gas cartridge of 200 gms, dia of the body 175mm +/- 10mm & overall height less than 650mm.Extinguisher shall have anticorrosive treatment of phosphating by hot dipping process to thickness not less than 0.012mm both internally & externally. Epoxy polyester powder coating of minimum 50 micron to all metallic external parts with two bands of yellow colored fluorescent adhesive tape of minimum 20mm thickness of body.Finish of the paint to be PO red as per shade 538 of IS:5

Electrical Works

Supply and laying 32 x 6 mm size of hot dip Galvanized flat (Galvanizing 900 gm /m2 as per IS-4759) laying horizontal conductors on Shed / Roof for Lightning Protection as per IS - 2309 including necessary Jointing, Welding applying bituminous compound at the Joint providing Spacers etc. complete with all labor & materials.

Supply and laying 50 x 6 mm size of hot dip Galvanized flat (Galvanizing 900 gm /m2 as per IS-4759) laying horizontal conductors on Shed / Roof for Lightning Protection as per IS - 2309 including necessary Jointing, Welding applying bituminous compound at the Joint providing Spacers etc. complete with all labor & materials.

Supply and fabrication, Installation / laying of B-class G.I. Pipes with all necesaary fittings conforming to IS:1039 for cable Protection Buried in Concrete / PCC / Brick work or Under Earth of required radius at site including cutting to size ,Threading , Bending etc. of following sizes:

25 mm Dia G.I. Pipes

40 mm Dia G.I. Pipes

50 mm Dia G.I. Pipes

80 mm Dia G.I. Pipes

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.for WATER and AIR, External work. 100 mm Dia G.I. Pipes

Providing & laying contraction joint 6 mm thick x 40 mm deep at every 3m (approx) and/or as per drawing filled with bituminous sealant at allheights & location with all byeworks complete as per drawing, standard practice and as directed by the Engineer-in-charge.

Providing & laying expansion joint 20 mm thick with approved bitumen impregnated fibre board in between & sealing the top 25 mm depth withbituminous sealant at all heights & location with all byeworks completeas per drawing, standard practice and as directed by theEngineer-in-charge.

Providing & laying 25 mm dowel bars with metal cap @200 mm c/c acrossthe full road width at expansion joint location as per drawing, standard practice and as directed by the Engineer-in charge.

Dismantling, Demolishing and Relaying Items

Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer -in - charge.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& as per direction of Engineer-in-charge

Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge.

Demolishing stone masonry manually/ by mechanical means including stacking serviceable material & isposal of unserviceable material out of site at unobjectionable place and as per direction of Engineer-in-charge:

Dismantling Steel work in build up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises

Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within premises

Dismantling roofing including ridges, hips valleys and gutters, false ceiling of any type etc.,and stacking the material within premises, of: Dismantling roofing G.S. Sheet/ Klippon galvalume sheets/False ceiling panels and stacking as directed by Engineer in charge.

Dismantling roofing Asbestos sheet and stacking at desired place as directed by Engineer in charge

Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within premises: Thickness up to 40 mm

Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within premises: Thickness above 40 mm up to 75 mm

Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as per direction of Engineer-in-charge : Bituminous road including WBM

Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place & stacking serviceable material within plant primeses as per direction of Engineer - in-Charge

Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge.