Engineers India Limited Tender

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Engineers India Limited - EIL Tender

Works
Plastic and Rubber
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

Ss/b895-999-cc-t-8001/1002 - Site Enabling Works Of Polypropylene Project-kochi Refinery Of M/s Bharat Petroleum Corporation Limited (bpcl)

Description

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BOQ Items

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DO_NOT_SHOW

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NB 2.0000 INCH

150

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PIPE, B-36.10, ASTM A 106 GR.B, BE, SEAMLESS, SCH STD

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NB 4.0000 INCH

270

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NB 6.0000 INCH

2070

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NB 8.0000 INCH

150

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NB 12.0000 INCH

150

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PIPE, IS-3589, IS-3589 GR.410, BE, SAW, 6.0 MM THK

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NB 16.0000 INCH

180

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NB 20.0000 INCH

180

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PIPE, IS-3589, IS-3589 GR.410, BE, SAW, 8.0 MM THK

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NB 16.0000 INCH

15

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FLNG.SO, B-16.5, ASTM A 105, 150, RF/125AARH

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NB 2.0000 INCH

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NB 4.0000 INCH

8

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NB 6.0000 INCH

8

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FLNG.SO, B-16.5, ASTM A 105, 150, FF/125AARH

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NB 4.0000 INCH

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NB 6.0000 INCH

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NB 8.0000 INCH

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NB 12.0000 INCH

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ELBOW.90, B-16.9, ASTM A 234 GR.WPB, BW, 1.5D, SCH XS

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NB 2.0000 INCH

5

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ELBOW.90, B-16.9, ASTM A 234 GR.WPB, BW, 1.5D, SCH STD

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NB 4.0000 INCH

15

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NB 6.0000 INCH

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ELBOW.90, B-16.9, ASTM A 234 GR.WPB-W, BW, 1.5D, SCH STD

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NB 8.0000 INCH

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NB 12.0000 INCH

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ELBOW.90, B-16.9, ASTM A 234 GR.WPB-W, BW, 1.5D, 6.0 MM THK

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NB 16.0000 INCH

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NB 20.0000 INCH

16

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ELBOW.45, B-16.9, ASTM A 234 GR.WPB, BW, 1.5D, SCH XS

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NB 2.0000 INCH

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ELBOW.45, B-16.9, ASTM A 234 GR.WPB, BW, 1.5D, 4.0 SCH STD

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NB 4.0000 INCH

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NB 6.0000 INCH

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ELBOW.45, B-16.9, ASTM A 234 GR.WPB-W, BW, 1.5D, SCH STD

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NB 8.0000 INCH

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NB 12.0000 INCH

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ELBOW.45, B-16.9, ASTM A 234 GR.WPB-W, BW, 1.5D, 6.0 MM THK

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NB 16.0000 INCH

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NB 20.0000 INCH

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T.EQUAL, B-16.9, ASTM A 234 GR.WPB, BW, SCH STD

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NB 4.0000 INCH

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T.EQUAL, B-16.9, ASTM A 234 GR.WPB-W, BW, SCH STD

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NB 8.0000 INCH

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NB 12.0000 INCH

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REDUC.CONC, B-16.9, ASTM A 234 GR.WPB, BW, SCH STD

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NB 6.0000 INCH X NB 4.0000 INCH

5

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REDUC.ECC, B-16.9, ASTM A 234 GR.WPB, BW, SCH STD

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NB 6.0000 INCH X NB 4.0000 INCH

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REDUC.ECC, B-16.9, ASTM A 234 GR.WPB-W, BW, SCH STD

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NB 12.0000 INCH X NB 8.0000 INCH

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VLV.GATE, SHEET 51321

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NB 2.0000 INCH

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NB 4.0000 INCH

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NB 6.0000 INCH

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VLV.GATE, SHEET 51384

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NB 4.0000 INCH

4

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NB 6.0000 INCH

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NB 8.0000 INCH

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NB 12.0000 INCH

2

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BOLT.STUD WITH 2 NUTS, B-18.2, A193 GR.B7(GALV), A194 2H(GALV

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NB 0.6250 INCH X NB 3.7500 INCH

64

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NB 0.7500 INCH X NB 4.2500 INCH

32

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NB 0.7500 INCH X NB 4.0000 INCH

32

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NB 0.8750 INCH X NB 4.7500 INCH

48

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BOLT.M/C WITH 1 NUTS, B-18.2, A307 GR.B, A563 GR.B

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NB 0.6250 INCH X NB 2.7500 INCH

96

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NB 0.6250 INCH X NB 3.0000 INCH

64

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NB 0.7500 INCH X NB 3.2500 INCH

64

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GASKET, B-16.21-ANSI B16.5, NONASBESTOS BS7531 GR X, RING, 150, 2 MM

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NB 2.0000 INCH

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NB 4.0000 INCH

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NB 6.0000 INCH

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GASKET, B-16.21-ANSI B16.5, NONASBESTOS BS7531 GR X, FULLFACE, 150, 2 MM

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NB 8.0000 INCH

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NB 12.0000 INCH

4

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ELECTRICAL WORKS

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MISCELLANEOUS CONTROL GEAR

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Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

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Weight of the unit up to 5 kg.

2

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Weight of the unit above 5 kg. but upto 20 kg.

2

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PLUGS, SOCKETS AND JUNCTION BOXES

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Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

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63 A, 415 V, 5 pin sockets along with associated 5 pin plugs.

2

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DISMANTLING AND DISCONNECTION OF ELECTRICAL EQUIPMENTS.

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Dismantling of Electrical items of Old chemical ware house, dismantling, disconnection and removal of existing distribution boards/lighting panels/power panels/kiosks, exhaust fans, ceiling fans, industrial fans, lighting fixtures, junction boxes, sockets, conduits, wirings, cables, switches, earth strips, earthing plates, existing trays (if any), other items from existing electrical trenches (if applicable), other miscellaneous electrical equipment/accessories etc. as required as per tender and directions of Engineer-in-charge; including transportation of the dismantled materials to the owner's store and handing over the same to client within refinery complex.

1

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Disconnection of power, control and space heater cables from existing switchboards/panels/misc. electrical equipment, including all labour and materials, as per specifications of this tender and as per directions of Engineer-in-Charge.

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Cables from existing switchboards/panels/misc. electrical equipment.

3

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SUPPLY OF MV CABLES

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Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

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3 C x 2.5 sq. mm

500

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Supply of 1100 V grade, Aluminium Conductor, XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

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3.5 C x 50 sq. mm

2500

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3.5 C x 150 sq. mm

750

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Supply of 1100 V grade, Copper Conductor, Individual pair shielded & Overall shielded, twisted pair/triad, XLPE insulated, Armored, FRLS outer-sheathed cables of following sizes as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

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2 Pair x 1.5 sq. mm

750

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LAYING OF CABLES

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Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and applying of fireproofing paint to meet OISD requirement (for 1m length near terminations), supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

-

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Cables with OD upto 20 mm.

50

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Cables with OD above 20 mm but upto 30 mm.

2500

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Cables with OD above 30 mm but upto 40 mm.

50

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Cables with OD above 40 mm but upto 50 mm.

750

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END TERMINATIONS

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Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

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Cables with OD upto 20 mm.

2

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Cables with OD above 20 mm but upto 30 mm.

35

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Cables with OD above 30 mm but upto 40 mm.

2

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Cables with OD above 40 mm but upto 50 mm.

5

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G.I. & PVC PIPES

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Supply and laying of following sizes of G.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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100 mm NB.

75

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150 mm NB.

10

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STRUCTURAL STEEL

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Supply, fabrication and installation of MS base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including shot blasting, welding, bolting, riveting, supply of necessary anchor bolts and grouting etc., supply of paint and applying of anti-rust primer coat and finished coats of approved synthetic enamel paint as per Table-10 of specification 6-79-0020 suitable for highly corrosive environment, including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid).

625

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CABLE - TRAYS

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Supply and installation of prefabricated hot dip galvanised steel cable trays, fabricated out of hot rolled sheet steel with rigid welded construction ladder type with a rung as per std. 7-51-0333, of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

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300 mm wide Straight run cable tray.

100

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Horizontal bends for 300 mm wide tray with 1000 mm bending radius.

2

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Vertical outside bends for 300 mm wide tray with 1000 mm bending radius

1

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Vertical inside bends for 300 mm wide tray with 1000 mm bending radius

1

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Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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100 mm wide.

500

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150 mm wide.

250

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60 mm wide.

100

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CABLE GLANDS

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Supply of nickel plated brass double compression cable glands suitable for outdoor installations (WP) of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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Cables with OD upto 20 mm.

2

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Cables with OD above 20 mm but upto 30 mm.

35

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Cables with OD above 30 mm but upto 40 mm.

2

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Cables with OD above 40 mm but upto 50 mm.

5

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MARKERS

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Supply and installation of cable markers as per std. 7-51-0301, for underground cable runs with 14 SWG enamelled steel plate with white lettering on jade green background inclusive of providing and fixing supports, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

100

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CABLE LUGS

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Supply of crimping type long barrel aluminium lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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All sizes from 50 to 185 sq. mm

300

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SAFE AREA LIGHTING FIXTURES

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Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge.

-

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Type LED 2 Fixtures.

6

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Type LED 3 Fixtures.

5

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Type LED 5 Fixtures.

1

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Type LED 6 Fixtures.

2

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Type LED IND-1 Fixtures.

22

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Type LED RSD-10 Fixtures.

4

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Type LED SFD-12 Fixtures.

2

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Type LED HB-1 Fixtures.

48

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Type LED BK-2 Fixtures.

64

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Type LED ST-4 Fixtures.

50

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Type LED FD-1 Fixtures.

6

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Type LED FD-2 Fixtures.

20

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FANS AND EXHAUST FANS

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Supply, installation, connection, testing and commissioning of following types of exhaust fans including supply of all necessary supports etc., including fixing of cable glands, lugs with BEE(Bureau of Energy Efficiency) rating of minimum 3 star including all labour and materials and accessories like mounting frame, fixing bolt, wire guard/louvres etc., as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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600 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres.

48

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300 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres.

2

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Supply, installation, connection, testing and commissioning of 240 V AC, 1200 mm sweep ceiling fan with regulator (labeled as minimum 3-star by Bureau of Energy Efficiency)including providing clamp/hook in RCC slab, if necessary, providing, fixing, ceiling, rose, wiring, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

12

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SOCKETS / RECEPTACLES AND SWITCHES / MCB UNITS

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Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase, sockets/receptacles and metallic outlet boxes as described below including supply of all connected materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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6 A, 5 pin plate type flush/ surface mounting sockets/receptacles.

65

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16/6 A, 6 pin plate type flush/ surface mounting sockets/receptacles.

15

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20 A, 3 pin surface mounted industrial type switch socket with plug and sheet steel painted box.

2

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Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase switches/MCB units, including outlet boxes and associated accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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5 A, plate type flush/surface mounted switches.

70

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15 A, plate type flush/surface mounted switches.

15

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32A, DP MCB unit in moulded case enclosure for window / split type air conditioner.

2

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JUNCTION BOXES (OUTDOOR / INDOOR TYPE)

-

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Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box WP type suitable for outdoor/indoor installation with number of outgoing ways as under, complete with PVC connectors, supply and fixing of cable glands, including supply of required size and number of terminals, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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3 way.

2

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LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS

-

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Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with complete wiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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40 A, 4 pole incomer MCB isolator and 6 Nos. outgoing single pole MCBs (upto 20 A) with RCCBs in each outgoing circuit

5

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40 A, 4 pole incomer MCB isolator and 12 Nos. outgoing single pole MCBs (upto 20 A) with RCCBs in each outgoing circuit

3

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63 A, 4 pole incomer MCB isolator and 18 Nos. outgoing double pole MCBs (upto 32 A) with RCCBs in each outgoing circuit.

1

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Supply, installation, connection, testing and commissioning of following 415 V, TPN main distribution Board (MDB) wall mounting type, dust and vermin proof with TPN incomer with voltmeter and selector switch and outgoing feeders with suitable knock outs, fixing of cable glands, lugs, terminal connectors, suitable stud for earthing, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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125A, incomer MCCB and 06 nos. 63A outgoing TPN MCB and RCCBs.

1

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WIRING

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Circuit wiring with 660 V grade, (sizes given below), FRLS PVC insulated copper wires in already laid surface/concealed conduit from lighting panel/power panel onwards including the supply of wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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3 Nos x 1.5 sq. mm

100

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3 Nos x 2.5 sq. mm

50

-

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5 Nos x 1.5 sq. mm

100

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5 Nos x 2.5 sq. mm

50

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3 Nos x 4 sq. mm

50

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5 Nos x 4 sq. mm

10

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Circuit wiring in non-hazardous areas using (size given below), copper conductor, XLPE insulated, FRLS outer sleeve cables (third core for earthing) from lighting panel/distribution junction box onwards including the supply of cable, junction boxes and cable glands, including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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3 C x 2.5 sq. mm armoured Cu cables.

5500

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Supply and laying of (surface type) approved make of black enamelled steel conduit of following diameter and associated fittings from lighting/power panel, telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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25 mm diameter.

50

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40 mm diameter.

10

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Supply and laying of (concealed type) PVC conduit of following diameter and associated fittings in brick walls, RCC slabs/ceilings for lighting/ power/telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, making cuts and chasis in built up brick work, RCC slabs/ceilings and making good the same, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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25 mm diameter.

25

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40 mm diameter.

10

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EMERGENCY LIGHTING

-

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Supply, installation, connection, testing and commissioning of emergency lighting unit (min. 5W, 100 lumens output) fed by a self- contained battery rated for 2 hours and charger operating on 240 V AC supply, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

12

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EARTH ELECTRODES

-

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Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

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GI earth electrode as per std. 7-51-0102.

15

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EARTH STRIPS

-

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Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

-

-

... More
50 x 6 mm

75

-

-

... More
25 x 3 mm

1000

-

-

... More
Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

-

-

... More
50 x 6 mm

250

-

-

... More
25 x 3 mm

100

-

-

... More
EARTHING CONNECTION

-

-

-

... More
Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

-

-

... More
3/8" dia (10 mm) flexible rope.

100

-

-

... More
EARTH PLATES

-

-

-

... More
Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

-

-

... More
GI earth plate as per std. 7-51-0103.

10

-

-

... More
FIRE ALARM SYSTEM

-

-

-

... More
Installation, termination and connection of following fire alarm panel including Power Pack and battery backup system and all associated items, including transportation from store/yard to site at the place of installation, assembling and installation on foundation or fixing to wall or steel structures, aligning, levelling, grouting, termination and connection of cables, making earth connections etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

-

-

-

... More
Linear beam detectors.

4

-

-

... More
Break glass type fire alarm boxes.

4

-

-

... More
Exit signs.

4

-

-

... More
Hooters.

4

-

-

... More
Multi sensor type detectors

2

-

-

... More
Fault Isolator modules

2

-

-

... More
Input/Monitoring relay module

4

-

-

... More
Output/Control Relay Module

4

-

-

... More
Hooter Acknowledge Box

4

-

-

... More
Supply of weatherproof type fire alarm junction box (FAJB) suitable for outdoor installation with Krone/screw type terminals, including supply of weatherproof double compression cable glands and weatherproof plugs to block the unused entry including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

-

-

-

... More
FAJB with 2 nos 2 Pair incoming cable(s) and 2 nos 2 Pair outgoing cable(s)

1

-

-

... More
Installation, testing and commissioning of weatherproof type fire alarm junction box (FAJB) suitable for outdoor installation with Krone/screw type terminals, including termination and connections of incoming and outgoing non-jelly cable, excluding supply of weatherproof double compression cable glands, including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

-

-

-

... More
FAJB with 2 nos 2 Pair incoming cable(s) and 2 nos 2 Pair outgoing cable(s)

1

-

-

... More
LAYING OF COMMUNICATION / FIRE ALARM CABLES

-

-

-

... More
Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

-

-

-

... More
Cables of overall dia. upto 35 mm.

750

-

-

... More
CIVIL WORKS/M.S. CHEQUERED PLATE

-

-

-

... More
Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured).

-

-

-

... More
Excavation and backfilling of trenches in all types of soil except rock.

700

-

-

... More
Excavation and backfilling of trenches in all types of soil including rock.

50

-

-

... More
Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge.

-

-

-

... More
Fine river sand.

10

-

-

... More
Stone dust grading Zone-II, grading limits as per IS-383.

350

-

-

... More
Supply and spreading of approved FLY ASH BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured).

-

-

-

... More
Bricks.

700

-

-

... More
PAINTING & MARKING

-

-

-

... More
Letter painting of tag nos., applicable circuit nos. for identification with red/black/white paint for all outdoor equipment in safe and hazardous areas viz. light fittings, control gear boxes, lighting/power panels, welding receptacles, convenience receptacles, local control stations, fire alarm manual call points, fire alarm detectors, motors, field call stations, loud speakers, etc. including supply of enamel paint, all hardware as required, supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge.

-

-

-

... More
Each alphabet/character upto 2 inch in height/length

1000

-

-

... More
Each alphabet/character above 2 inch and Upto 4 inch in height/length

1000

-

-

... More
Each alphabet/character above 4 inch and Upto 8 inch in height/length

500

-

-

... More
INSTRUMENTATION

-

-

-

... More
DETECTOR SYSTEMS

-

-

-

... More
Installation of Fire and Gas detectors/monitors, beacon lights and hooters including earthing of Fire and Gas detector, supply of supports but exclusive of Supply of Detectors, Yoke and Calibration.

-

-

-

... More
Beacon Lights

6

-

-

... More
Hooters

3

-

-

... More
Open path gas detector with Receiver & Transmitter

8

-

-

... More
MISCELLANEOUS ITEMS AND DEVICES

-

-

-

... More
Mounting of Miscellaneous instrument items as listed below on Yoke; fabrication and erection of Supports and including installation of instrument items, painting of supports but exclusive of Supply of Instrument items, Piping/ Tubing material / Calibration and supply and erection of Yoke support.

-

-

-

... More
Flame-proof Push Button Station/ Selector Switches /Lamps.

4

-

-

... More
LOCAL PANELS/ CABINETS/ GAUGE BOARDS

-

-

-

... More
Installation of local panels in field (Pressurized/ Non-pressurized/ Flame- proof) /PLC cabinets/ marshalling cabinets / Radiation Pyrometer monitor / Gas monitor panels/ local gauge board inside control room with or without instruments of following sizes including supply, fabrication, painting and installation of base frames and installation of panel but exclusive of pneumatic/ electrical connections, supplying of local panels/ local gauge boards.

-

-

-

... More
Gas detection system panel as supplied by Contractor of size 2000 mm(H) X 800mm (W) X 800 mm (D)

1

-

-

... More
CALIBRATION/ TESTING

-

-

-

... More
Cleaning, calibration of the instruments listed below including removal of instrument from reinstalled locations like panels, enclosures, racks, field etc., and fixing them back in respective places, providing equipments, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available.

-

-

-

... More
H2S Toxic Gas open Path detector (Transmitter & receiver)

4

-

-

... More
HC open Path LEL detector (Transmitter & receiver)

4

-

-

... More
LOOP CHECKING

-

-

-

... More
Loop checking (excluding calibration/ testing) of the instruments listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060.

-

-

-

... More
Gas Detectors

8

-

-

... More
Push Button/Selector Switches/Lamps

4

-

-

... More
Hooter / Beacon

9

-

-

... More
Miscellaneous Instruments / Transmitters

2

-

-

... More
SUPPLY ITEMS

-

-

-

... More
Supply of Instrument items as per specifications enclosed elsewhere in the Tender.

-

-

-

... More
HC open Path LEL detector (Transmitter & Receiver) suitable for as per area classification mentioned elsewhere with all required interconnecting triad cables, area certified glands & area certified plug

4

-

-

... More
H2S open Path Toxic Gas detector (Transmitter & Receiver) suitable for as per area classification mentioned elsewhere with all required interconnecting triad cables, area certified glands & area certified plug

4

-

-

... More
Beacon Lights suitable for area classification mentioned elsewhere

6

-

-

... More
Hooter suitable for area classification mentioned elsewhere

3

-

-

... More
Gas detection Panel with minimum IP-55 in field suitable as per area classification mentioned elsewhere with the following items as a minimum in a free-standing cabinet of size 2000 mm (H) X 800 mm (W) X 800 mm (D): (i) Monitors / controllers suitable for 8 Nos. of LEL and Toxic detectors supplied (ii) Relay / logic cards for annunciation of hooter / beacon supplied on occurrence of H/HH LEL and Toxic detectors (iii) Push buttons / switches for alarm resetting and acknowledging

1

-

-

... More
Control Cable as per Standard Specification 6-52-0046, Size 12P X 1.5 mm2 , NIS, FRLS

300

-

-

... More
Triad Cable as per Standard Specification 6-52-0046, Size 8 T X 1.5 mm2 , NIS, FRLS

600

-

-

... More
Triad Cable as per Standard Specification 6-52-0046, Size 1T X 1.5 mm2 , NIS, FRLS

1000

-

-

... More
Control cables as per Standard Specification 6-52-0046 size 1P X 1.5 mm2 , NIS, FRLS

1500

-

-

... More
Control cables as per Standard Specification 6-52-0046 size 6P X 1.5 mm2 , NIS, FRLS

300

-

-

... More
Supply of 6" GI Conduit Pipe

50

-

-

... More
Supply of Power cable (3C X 2.5 sq.mm Cu) as per tender specifications, approved drawings and instruction of Engineer-in-charge

200

-

-

... More
Supply of Junction boxes of various types and specifications

-

-

-

... More
Junction Box, Weatherproof + Flameproof (Gas Groups -IIA/IIB) type for 12 Pair Cable

1

-

-

... More
Junction Box, Weatherproof + Flameproof (Gas Groups -IIA/IIB) type for 8 Triad Cable

2

-

-

... More
Junction Box, Weatherproof + Flameproof (Gas Groups -IIA/IIB) type for 6 Pair Cable

1

-

-

... More
Supply of Cable glands of various types and specifications

-

-

-

... More
Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) type,Ni plated Brass material with PVC shroud, 1 1/2" NPTM

10

-

-

... More
Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) type,Ni plated Brass material with PVC shroud, 1/2" NPTM

20

-

-

... More
Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) type,Ni plated Brass material with PVC shroud, 3/4" NPTM

15

-

-

... More
Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) type,Ni plated Brass material with PVC shroud, 1 1/4" NPTM

2

-

-

... More
Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) type, Ni plated Brass material with PVC shroud, 1" ET with check nut

1

-

-

... More
Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) type, Ni plated Brass material with PVC shroud, 3/4" ET with check nut

2

-

-

... More
Supply of plugs for cable entries of various types and specifications

-

-

-

... More
Plug, weatherproof + flameproof (Gas Group IIA/IIB) type, Ni plated Brass material material, 1 1/4" NPTM

1

-

-

... More
Plug, weatherproof + flameproof (Gas Group IIA/IIB) type, Ni plated Brass material material, 1/2" NPTM

10

-

-

... More
Plug, weatherproof + flameproof (Gas Group IIA/IIB) type, Ni plated Brass material material, 1 1/2" NPTM

5

-

-

... More
Plug, weatherproof + flameproof (Gas Group IIA/IIB) type, Ni plated Brass material material, 1" NPTM

1

-

-

... More
Plug, weatherproof + flameproof (Gas Group IIA/IIB) type, Ni plated Brass material material, 3/4" NPTM

5

-

-

... More
JUNCTION BOX INSTALLATION

-

-

-

... More
Installation of weatherproof and flameproof junction boxes including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG GI wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings.

-

-

-

... More
For cable size 6P x 0.5/1.0/1.5/2.5 mm²/16 AWG Signal/FF/Alarm/ Control

1

-

-

... More
For cable size 12P x 0.5/1.0/1.5/2.5 mm²/16 AWG Signal/FF/Alarm/ Control

1

-

-

... More
For cable size 8T x 1.5/ 2.5 mm² RTD/ Gas Detector

2

-

-

... More
LAYING OF CABLES

-

-

-

... More
Laying of instrumentation cables for signal, alarm, shutdown, control and signal cable on ducts, main trays, perforated trays, angle trays, trenches (including opening of cable duct covers if required through IRCs {Instrument Road Crossings}) including clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire, providing and fixing identifying tags and megger testing but exclusive of supply of cables and erection of ducts, main tray, perforated tray/ angle trays and preparation of cable trench.

-

-

-

... More
Signal / Alarm / Control Cables of cable sizes 1P x 1.5 / 2.5 mm²

1500

-

-

... More
Signal/ Alarm/ Control Cables of cable sizes 12C / 6P x 1.5 / 2.5 mm²

300

-

-

... More
Signal/ Alarm/ Control Cables of cable sizes 24C /12P x 1.5/ 2.5 mm²

300

-

-

... More
Laying of thermocouple/ RTD/ LEL Detector/ H2S Detector cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs {Instrument Road Crossings}) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/angle tray and preparation of cable trench.

-

-

-

... More
1 Triad/ Quad x 1.5 mm² RTD/ LEL Cable

1000

-

-

... More
8 Triad/ Quad x 1.5 mm² RTD/ LEL Cable

600

-

-

... More
Laying of power cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/ angle tray and preparation of cable trench

-

-

-

... More
For cable size 2C/3C x 2.5 mm²

200

-

-

... More
TRENCH WORK

-

-

-

... More
Excavation of trenches for burying the cable, preparation of same for laying of cable, filling with sand, laying of brick, back filling and compacting of the excavated earth as per specifications including supply of sand and bricks and as per cable trench layout and removal of surplus earth as per instructions of Engineer- in-Charge.

-

-

-

... More
Trench size 500 mm (W) x 700 mm (D)

20

-

-

... More
EARTHING

-

-

-

... More
Supply, installation, testing and commissioning of earth pits for Gad detection panel meeting resistance value as per vendor recommendation for Gas detection panel and system (clean earth) complete with earth electrode with Cu bonded high tensile low carbon steel core electrode, as per attached drawing and all necessary materials including excavation of earth pit, filling with associated filling materials for ease of operation and maintenance, back filling, providing necessary brick work, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

2

-

-

... More
Supply, laying and termination of both ends of earthing cables from earth grid pit to the DCS/ Local panels/ Barrier earth bus bars in trays/ conduits/ trenches as required.

-

-

-

... More
For earthing cable 25 mm² size with PVC insulation.

20

-

-

... More
For single core solid copper 10 mm² with PVC insulation

20

-

-

... More
STRUCTURAL

-

-

-

... More
Supply and erection of prefabricated GRP perforated trays with cover as per specifications enclosed elsewhere in tender document and its support including tees, bends and elbows.

-

-

-

... More
Tray of 150 mm (W) X 30 mm (H)

150

-

-

... More
Tray of 300 mm (W) X 30 mm (H)

150

-

-

... More
Tray of 60 mm (W) X 20 mm (H)

300

-

-

... More
CANOPY FOR INSTRUMENTS AND JUNCTION BOXES

-

-

-

... More
Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box etc. for mounting on the stanchion and alignment as per standard 7-52-0105

-

-

-

... More
FRP Canopy For Junction Box - Front Side Open

4

-

-

... More
Erection of Prefabricated FRP canopies for local instruments, Transmitters, Junction Box etc. on the stanchion and alignment as per standard 7-52-0105

-

-

-

... More
FRP Canopy For Junction Box - Front Side Open

4

-

-

... More
GENERAL SITE WORK

-

-

-

... More
Supply of Yoke supports for transmitters/ preamplifiers (wherever applicable) including supply, fabrication and erection of instrument yoke of all types and painting of yoke supports but exclusive of mounting of Instrument on supports.

-

-

-

... More
2" Yoke supports as per standard 7-52-0101

25

-

-

... More
Erection of 2" Yoke supports/ stanchions for Instruments but excluding supply and fabrication of Yoke support.

-

-

-

... More
Erection of 2" Yoke supports for instruments excluding supply of Yoke

25

-

-

... More
Supply, fabrication and installation of structural supports with MS channel/angle/plates etc. for supports of miscellaneous instruments/cabinets/panels including cutting, welding , bolting, rivetting, grouting including supply and installation of installation hardware like anchor bolts/nuts etc., painting of supports including supply of paints as per specification, including all labours and materials and completion of jobs in all aspects as per drawings/directions of Engineer-in-Charge nor paid).

-

-

-

... More
Structural steel ISMC 100

50

-

-

... More
Supply, Fabrication & Installation of Concrete Pedestal (RCC) for supporting cable trays/angles trays for routing of cables but exclusive of supply of angles 65x65x6mm as per specifications/ drawing attached

-

-

-

... More
Concrete pedestal (RCC)

25

-

-

... More
STRUCTURAL

-

-

-

... More
EARTH WORK (REFER SPECIFICATION NO. 6-68-0003)

-

-

-

... More
Earthwork excavation in soil

-

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

18750

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

3850

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

500

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

100

-

-

... More
Earthwork excavation in soft rock

-

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

4700

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 1.5m and upto & inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

950

-

-

... More
Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

125

-

-

... More
SHORING AND STRUTTING

-

-

-

... More
Providing and installing approved type of "SHORING AND STRUTTING" by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

50

-

-

... More
Providing and installing approved type of "SHORING AND STRUTTING" by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

50

-

-

... More
Backfilling after execution of work

-

-

-

... More
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M, including re- excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.

17500

-

-

... More
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 100M AND UPTO & INCLUSIVE OF 500M including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.

725

-

-

... More
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 500M AND UPTO & INCLUSIVE OF 1KM including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 15 Cms. watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.

100

-

-

... More
Transporting & Disposing the SURPLUS EARTH AND DEBRIS

-

-

-

... More
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

350

-

-

... More
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

100

-

-

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Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 3.0KM AND UPTO & INCLUSIVE OF 5.0KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

100

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Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 5.0 KM AND UPTO ANYWHERE within the plant boundary including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

100

-

-

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PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004)

-

-

-

... More
PCC - Non FIM Items

-

-

-

... More
Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:4:8 by mass (1 Cement: 4 Coarse Sand: 8 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

300

-

-

... More
Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1900

-

-

... More
RCC Substrutures - Non FIM Items

-

-

-

... More
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1900

-

-

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Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

900

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RCC Superstructures - Non FIM Items

-

-

-

... More
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

1050

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-

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Precast Elements - Non FIM Items

-

-

-

... More
Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit upto and inclusive of 500 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

20

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-

... More
Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit beyond 500 kg and upto and inclusive of 1000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

47

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-

... More
Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 1000 kg and upto and inclusive of 3000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

57

-

-

... More
Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 3000 kg and upto and inclusive of 5000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

235

-

-

... More
HYD Bars / MS Bars - Non FIM Items

-

-

-

... More
Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

435

-

-

... More
Centering and Shuttering - Non FIM Items

-

-

-

... More
Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

8000

-

-

... More
Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

4250

-

-

... More
Expansion joints - Non FIM Items

-

-

-

... More
Supplying and fixing in position 50 mm (2X25 mm) thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

40

-

-

... More
Supplying and sealing EXPANSION JOINTS 50 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

110

-

-

... More
Fixing Re-bars in already cast concrete - Non FIM Items

-

-

-

... More
Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

550

-

-

... More
STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006

-

-

-

... More
General Steel Works - Non FIM Items

-

-

-

... More
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

175

-

-

... More
Painting - Non FIM Items

-

-

-

... More
Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 10.2 of Table 10.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 7.2.1 of Table 7.2 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable), for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COSTAL) areas considering environmental classification as INDUSTRIAL MARINE. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on Structural steel weight).

75

-

-

... More
STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007)

-

-

-

... More
Yst310 IS 4923

-

-

-

... More
"Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using ""COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make"" in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework,bracing, brackets, sagrods etc. including all handling straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non-Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTOR'S SCOPE).

100

-

-

... More
MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008

-

-

-

... More
Anchor Bolts - Non FIM Items

-

-

-

... More
Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

5

-

-

... More
MS Metal Inserts - Non FIM Items

-

-

-

... More
Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

3

-

-

... More
MS Grating Cat. A,B - Non FIM Items

-

-

-

... More
Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) and EIL Standard No. 7-65-0206 (in catch basins, drains, etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturer's supplied galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

12

-

-

... More
Hand Railing 1000mm - Non FIM Items

-

-

-

... More
Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

220

-

-

... More
Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

290

-

-

... More
DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012)

-

-

-

... More
Brickwork - Non FIM Items

-

-

-

... More
Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

50

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-

... More
Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

155

-

-

... More
RCC - Non FIM Items

-

-

-

... More
Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

550

-

-

... More
Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

170

-

-

... More
PCC _ Non FIM Items

-

-

-

... More
Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items)

325

-

-

... More
Steelwork - Non FIM Items

-

-

-

... More
Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed.

145

-

-

... More
AC / GI Sheets - Non FIM Items

-

-

-

... More
Dismantling GI/asbestos/translucent sheets, ridges, gutters etc. (taking all necessary safety precautions) in roofings and wall claddings, including supply of all tools & tackles, necessary scaffolding, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete for all levels, as specified and directed.

3000

-

-

... More
MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)

-

-

-

... More
Sand Filling - Non FIM Items

-

-

-

... More
Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete .

100

-

-

... More
BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE

-

-

-

... More
Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture in Contractor's scope.

11650

-

-

... More
CONCRETE BLOCK MASONRY (REFER SPECIFICATION NO. 6-68-0016)

-

-

-

... More
Solid Conc Block Grade C (5.0) - Non FIM Item

-

-

-

... More
Providing and laying CONCRETE BLOCK MASONRY with SOLID CONCRETE BLOCKS of Grade C (5.0), in cement mortar 1:6 (1 Cement : 6 Coarse Sand) in one or more block thickness and in any shape (excluding circular/ curved block masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of blocks, cutting and laying of blocks, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/ slab, filling the blocks with mortar at specified locations, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR

800

-

-

... More
SUPPLY OF MANPOWER

-

-

-

... More
Supply of Un-skilled Manpower

-

-

-

... More
"Providing assistance to the Owner/EIL by providing Un-skilled workers as per the directions of Engineer-in-Charge, with all tools & tackles, PPEs, consumables, etc. and supervision (including site and safety supervision) with the single point responsibility for quality, safety and speed of execution with the following manpower on fixed basis. Contractor to provide and mobilize manpower in shifts on need basis as per the directions of Engineer-in-Charge. (One Manday = 8 hours shift duty per day) Un-skilled Manpower (Helper, Cleaner, Sweeper, Mazdoor, watchman, loader, unloader, messenger, any other un-skilled worker)

100

-

-

... More
GENERAL CIVIL

-

-

-

... More
SURVEY WORKS

-

-

-

... More
Conducting topographical ground/land survey in the specified area by Total Station method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north including establishing survey reference stations, key plan etc. including all equipment's, instruments, personnel's, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files.

4

-

-

... More
Conducting as built survey in the specified area by total station or any other standard method covering reference location, elevation, orientation, shape, size, length, width, depth and other geometrical features for the physical objects like sleepers, pipe rack, beams, columns, bracings, pedestals ,manholes, trenches, catch basins, sinks, drains, nallahs, Pipes/Pipeline marker, cables/cable marker, Buildings, flood light mast, Fire hydrant/monitor, wall, fence with the measurement up to the range of 2.0m above FGL/HPP of the subject area, preparation of drawings in AutoCAD and submission to Engineer-in-charge for review, incorporation of comments including resurvey if required, complete in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files.

1

-

-

... More
Carrying out under-ground survey for locating underground services up to 5m depth (the area for Under-ground survey will be based on field survey input) including surveying and scanning all underground services (both metallic and non-metallic) using advanced technologies like Ground Penetration radar(GPR) equipment, total station, DGPS, etc. as required for completing the survey including all tools and tackles, skilled manpower etc. including providing AutoCAD drawings in the existing coordinate system with all the marked up utilities etc. as per scope of work, standard specifications and directions of Engineer-in-charge.

5000

-

-

... More
Compound wall/ Chain Link Fencing/ Barbed wire fencing works

-

-

-

... More
Supplying, fixing and tensioning in position 2.5mm, 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall overhang, barbed wire fencing, chain-link fencing etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed)

9375

-

-

... More
Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts, overhang etc. conforming to E250 grade of IS:2062 for barbed wire/ chain link fencing or over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of Engineer-in-Charge.( All materials including cement shall be supplied by contractor) For Plant Location Industrial.

12

-

-

... More
Providing and laying plain cement concrete of M20 grade with 20 mm and down size graded stone aggregates on top of compound wall or at any other place as directed for copping etc. including laying in alternate panels, in slope if required, leaving pockets, shuttering the edges including tamping, curing, finishing the top surface rough or smooth etc. complete for all depths and heights as per drawings and specifications and direction of Engineer-in-Charge. (All materials including cement shall be supplied by contractor.)

15

-

-

... More
Supplying and fixing of hot dipped galvanized concertina wire (made as per following: Diameter of the wire: 2.56mm, Blade thickens: 0.53mm, Blade length: 12.60mm, Blade width: 12.73mm, Avg. blade spacing 25.00mm, Spacing of each ring / coil: 150mm, material for the central core wire shall be as per IS:4454 Part -I grade SM and Razor shall be as per IS:513 grade D.D.) on longitudinal runs of barbed wires supported on angle iron frame over compound wall/Chain link fencing for all height including supply of all materials and consumables (approved type), tools, scaffolding etc. required for fixing the wire complete in all respect as per specifications, standards, drawing and direction of Engineer-in-Charge.( Weight of wire in straight condition shall be not less than 75 g/m and not more than 90g/m) For Diameter of Coil as per drawing.

375

-

-

... More
Supplying, fabricating and fixing G.I. chain link fencing with 3.15mm dia. wire, 50x50mm diamond mesh chain link fence fabric conforming to IS:2721 fixed to steel/RCC posts/struts above ground level or above short height compound wall (height upto 1.5m), including supply of chain link fencing fabric in 1.9 metre wide rolls, stretcher bars, staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing to a concrete sill beams by means of hairpin staples, including supply and fixing line wires, complete as per drawings, specifications and directions of Engineer-in-Charge (All materials shall be supplied by Contractor). (The measurement of chain link fencing shall be on linear basis for 1.9 m wide fencing fabric)

1650

-

-

... More
SITE GRADING & ROCK CUTTING FOR SITE GRADING

-

-

-

... More
Earthwork in excavation for general site grading, roads, embankments etc. for all heights and depths in soft rock and weathered rock including clearing and stripping of the area earmarked for excavation, removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre from ground level) including uprooting of vegetation, roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated material into serviceable and unserviceable materials, breaking lumps, separating out the boulders of sizes 150mm and above from serviceable earth, stacking of boulders as directed, transporting and stacking serviceable materials/ boulders to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge and disposing the unserviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge. All complete as per drawings, specifications and directions of the Engineer-in-Charge. (The contractor may resort to blasting, for loosening the materials but nothing extra shall be paid for such blasting operations. Blasting operation shall include all related works for blasting such as supply and storage of explosives, drilling and charging of explosives with all safety measures etc. complete.)

24750

-

-

... More
Earthwork in excavation for general site grading, roads, embankments, etc. for all heights and depths in Hard Rock by chiseling, wedging, use of rock hammers, hydraulic hammer (Percussion hammer fitted to an excavator) and cutters or any other agreed method including uprooting of vegetation, roots etc. taking spot levels, excavation to required depths and slopes, dressing (by chiseling) trimming of sides and leveling etc. including all labour, materials and all related works etc. including sorting out serviceable material like boulders and unserviceable materials, stacking of serviceable materials/ boulders to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge and disposing the unserviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge. All complete as per drawings, specifications and directions of the Engineer-in-Charge.

1650

-

-

... More
Cutting down trees including cutting of trunk and branches, digging and grubbing of roots upto a depth of 1 metre below ground level, filling the hollows produced by removal of roots with approved available earth for all leads and lifts, watering, ramming and compacting the filled earth to obtain 90% of maximum laboratory dry density, disposing the unserviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge and stacking the serviceable materials within plant boundary etc. complete as per specifications and directions of Engineer-in- Charge. For following Tree girth (girth measured at a height of one meter from ground level).

-

-

-

... More
Above 30 cms and upto and including 60 cms

100

-

-

... More
Above 60 cms and upto and including 120 cms

20

-

-

... More
Above 120 cms and upto and including 180 cms

20

-

-

... More
Above 180 cms and upto and including 240cms

20

-

-

... More
Above 240 cms and upto and including 300 cms

20

-

-

... More
Earth work in excavation for general site grading, roads, embankments, etc. for all heights and depths in Hard Rock requiring blasting with controlled blasting or muffled blasting, using blasting mats, GI sheets, sand bags or any other suitable media approved by Engineer-in-Charge depending upon the situation etc., including uprooting of vegetation, roots etc. taking spot levels, excavation to required depths and slopes, dressing (by chiseling) trimming of sides and leveling etc. including all labour, materials and all related works for blasting such as supply and storage of explosives, drilling and charging of explosives with all safety measures, sorting out serviceable material like boulders and unserviceable materials, stacking of serviceable material/ boulders to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge and disposing the unserviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge. All complete as per drawings, specifications and directions of the Engineer-in-Charge.

4950

-

-

... More
Earthwork in filling with approved soft rock for all heights and depths for any lead within the plant boundary for general site grading and any other place as directed to proper level, grade and camber with available excavated soft rock deposited earlier within plant boundary including, re-excavating the soft rock excavated earlier including clearing and stripping as per specifications, cutting of trees of girth upto and inclusive of 30 cms and below (girth measured at a height of 1.0M above ground level) including uprooting of roots consolidating the exposed natural soil to 90% of max. laboratory dry density as per IS:2720 Part-VII etc. , carrying out compaction test of filling material, spreading in layers not exceeding 40cm loose thickness, filling voids with smaller size material to ensure well graded and compacted fill, watering, ramming and compacting with power rollers to give at least 90% maximum dry density as per IS:2720 Part-VII, dressing, leveling, testing, including disposing the unserviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge. all complete as per drawings, specifications and directions of the Engineer-in-Charge.

7400

-

-

... More
Earth work in excavation for general site grading, roads, embankments, etc. for all heights and depths in Hard Rock with chemical blasting including uprooting of vegetation, roots etc. taking spot levels, excavation to required depths and slopes, dressing (by chiseling) trimming of sides and leveling etc. including all labour, materials and all related works for blasting such as supply and storage of chemicals, drilling and using chemicals with all safety measures, sorting out serviceable material like boulders and unserviceable materials, stacking of serviceable material/ boulders to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge and disposing the unserviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge. All complete as per drawings, specifications and directions of the Engineer-in-Charge.

1650

-

-

... More
Earthwork in excavation and filling in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas and including filling in filling areas with serviceable material for general site grading and roads for all heights and depths to proper levels, slopes, grades and camber including clearing and stripping in filling areas as per specifications, compacting exposed natural soil to 90% of max. laboratory dry density as per IS:2720 Part-VII, cutting of trees of girth upto and inclusive of 30 cms, removal of vegetation, breaking clods, spreading in layers not exceeding 30 cms loose thickness, watering, ramming and compacting with power road rollers to give at least 90% of max. laboratory dry density, dressing, leveling, testing, etc. disposal of unserviceable materials to demarcated areas anywhere inside plant boundary limit as directed by Engineer-in- Charge. (Measurement shall be taken in the cutting area only .

33800

-

-

... More
Clearing and stripping of the areas earmarked for removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees upto and inclusive of girth of 30 cms. (girth measured at a height of one metre from ground level) including uprooting of roots, etc. leveling, dressing and consolidating the surface and stacking the serviceable material/ unserviceable material as directed by Engineer-in-Charge including dumping and dressing the same in demarcated areas etc. anywhere within the plant boundary limit and disposal of unserviceable materials to demarcated areas anywhere inside plant boundary limit as directed by Engineer-in-Charge.

2

-

-

... More
Earthwork in excavation for general site grading, roads, embankments, etc. for all heights and depths in all types of soils except soft and hard rock, including clearing and stripping of the areas earmarked for excavation, removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one meter from ground level) including uprooting of roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated soil into serviceable and unserviceable materials, stacking of serviceable excavated earth within a lead of 100M and disposing the unserviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge. All complete as per drawings, specifications and directions of Engineer-in-Charge.

15000

-

-

... More
Removal of slush from existing low lying area/pond as applicable including providing shoring, strutting, temporary bund if required, disposal of slush to demarcated area etc. complete as per direction of Engineer-in-charge. (The leads for the above mentioned operations shall be within the boundary limit of the plant).

4000

-

-

... More
Evacuation of water by pumping from existing low lying area/pond as applicable including providing shoring, strutting , temporary bund if required, disposal of water to the designated channel/area etc. complete as per direction of Engineer-in-Charge. (The leads for the above mentioned operations shall be within the boundary limit of the plant).

500

-

-

... More
ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER)

-

-

-

... More
Earthwork in filling for all heights and depths for any lead within the complex boundary limit for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and camber with available excavated soil deposited earlier anywhere within the complex boundary limit including consolidating the exposed natural soil to 95% of max. laboratory dry density as per IS:2720 Part-VIII, re- excavating the deposited soil excavated earlier, including clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with power roller to give at least 95% of max. laboratory dry density as per IS:2720 Part-VIII including providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete (the lead for the above mentioned operations shall be within the boundary limit of plant) including disposal of unserviceable material to demarcated areas anywhere inside plant boundary limit as per drawings, specifications and directions of Engineer-in-Charge. (Disposal areas to be arranged by the contractor)

20600

-

-

... More
Laying stone aggregate including breaking stone/boulders (available free of cost anywhere within the complex limit), to graded aggregate of 90mm down to 45mm size, transportation to site, including handling, all leads and lifts within complex limit, unloading at road side, if required, and laying WBM sub-base layer, spreading and laying to form water bound macadam in one layer of 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index upto 6%, including cost of supply of screening and binding material, consolidating with power road roller, watering etc., complete as per drawings, specifications and directions of Engineer-in -Charge.

46900

-

-

... More
Laying of stone aggregates, including breaking big stone/boulders (available free of cost anywhere within the complex limit) to graded aggregate of 63mm down to 45mm size, transportation to site, including handling all leads and lifts within complex limit, unloading by road side, if required and laying WBM layer, spreading and laying to form water bound macadam in one layer of 75mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding material of plasticity index upto 6%, including cost of supply of screening and binding material, consolidating with power driven road roller, watering etc., complete as per drawings, specifications and directions of Engineer-in-Charge.

62300

-

-

... More
CONCRETE PAVEMENTS

-

-

-

... More
Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

-

-

-

... More
For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor).

220

-

-

... More
Supplying and laying of 150 micron thick HM HDPE (Grade-I) FILM lining conforming to IS 10889 below concrete pavements, Hard stand, at any other place etc. including royalties, taxes, handling, transportation, unloading, storage, joining etc. all complete as per drawings, manufacturer's specifications and directions of Engineer-in-charge.

1400

-

-

... More
Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5mm and down size aggregate including cement , water, and approved additives on a prepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts, laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for the use of Dry Lean Concrete as Sub-Base), drawings, standards, specifications and directions of Engineer-in-charge.

130

-

-

... More
Providing 20mm wide Expansion Joints in pavement slabs as per standard/ drawing including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

-

-

-

... More
For type-I pavement (Upto and inclusive of thickness of 200 mm). (Including providing and laying MS dowel bar, painting as required, GI pipe and cap and cotton waste).

100

-

-

... More
For type-II pavement (Upto and inclusive of thickness of 150 mm)

100

-

-

... More
For type-III pavement (Upto and inclusive of thickness of 100 mm).

100

-

-

... More
FLEXIBLE PAVEMENTS WEARING COURSE and miscellaneous road works

-

-

-

... More
Providing and laying at or near ground level factory made kerb stone of M-30 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 (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge. (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

325

-

-

... More
Supply and Erection of single side double guard rail type performed "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level, Steel crash barrier shall Consist of minimum 3.0mm thick W beam and minimum 5.0mm thick posts and spacer section confirming to IS: 5986 / IS: 8500 of standard length. All steel parts and fitment to be galvanized by hot dip process, all fittings to confirming to IS : 1367 and IS: 1364, metal beam rail to be fixed on vertical post with a spacer of channel section 150x75x5 mm , 330 mm long complete as per MOST specifications. Anchoring of steel crash barrier system by direct embedment of post into ground in 1:2:4 PCC (310mm x310mm x 500mm pedestal). All elements of railing shall be free from abrasions, rough or sharp edges and shall not be kinked, twisted or bent, including thoroughly tamped and rammed, submitting drawings /catalogue for EIL / Owners review, all complete as per drawings, direction of Engineer-in-Charge.

1000

-

-

... More
Providing and laying 30mm thick BITUMINOUS CONCRETE as per Section 507 of MORTH Specification of Road & Bridge works including design mix, trials, heating bitumen, mixing aggregates, grit, laying to proper grade and camper including preparation of surface, filling pot holes, rolling to proper grade and camber, finishing and clearing of surfaces, spraying tack coat of bitumen, etc. complete all as per drawings, specifications and directions of Engineer-in-Charge for following Bitumen Grade:-

-

-

-

22300

-

-

... More
Supplying & Laying 60mm thick interlocking Paver Blocks for footpath, road shoulder etc. including providing 40 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, including preparation of compacted base/ sub base etc. all complete as per drawing, standard, specification and directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category "A" as per IRC SP63. Colour and shape of paver block shall be as per Owner requirement.).

500

-

-

... More
RCC PIPE CULVERTS & ELECTRICAL ROAD CROSSINGS ETC.

-

-

-

... More
Supplying and laying in position RCC pipes with collars conforming to IS:458 for pipe culverts, cable crossings etc. including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes etc. caulking the joints with spun yarn soaked in neat cement slurry and finishing with cement mortar 1:2 (1 cement : 2 sand) curing etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following Class and Internal PIPE DIA (MM)

-

-

-

... More
PIPE CLASS NP3 Internal Pipe dia. 700 mm

50

-

-

... More
PIPE CLASS NP3 Internal Pipe dia. 500 mm

120

-

-

... More
PIPE CLASS NP3 Internal Pipe dia. 1000 mm

50

-

-

... More
PIPE CLASS NP3 Internal Pipe dia. 1200 mm

50

-

-

... More
Supplying and laying in position PVC pipes conforming to IS:4985 Class - I for cable crossings, including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes ,providing proper jointing as per code requirements or manufacturers recommendations, sealing the open ends of pipes with removable type PVC cap (Sealing cap will be paid separately under relevant items)etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following NOMINAL OUTSIDE PIPE DIA (MM)

-

-

-

... More
Pipe Class 1 Nominal outside pipe dia. 160 mm

500

-

-

... More
Supplying and fixing in the encasement concrete, cable crossing indicator, made out of 6mm thick MS circular of dia. 150mm welded to 16mm dia. MS Rod of approximately 1.0M length, painted with 2 coats of approved enamel paint over a coat of red oxide primer etc. complete. (All materials in contractor's scope of supply).

30

-

-

... More
Supply and installation of valves

-

-

-

... More
Supply and installation of flanged valves as per piping material specification including supply of matching flanges, gaskets, nuts, bolts, washers etc. , transporting to work site , fixing / erecting in position as per drawing, specification etc. all complete as per directions of Engineer-in-charge.

-

-

-

... More
Gate valve for following nominal sizes and piping material class

-

-

-

... More
Dia . 2 Inch Piping Material Class J2A

10

-

-

... More
Dia . 4 Inch Piping Material Class J2A

5

-

-

... More
MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS

-

-

-

... More
Supply of all materials, fabrication and erection in position, funnels, clean outs, plugs, flame arrester in vent pipe, bird mesh in vent pipe etc. including the cost of cutting, bolting/welding, painting with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consisting of 2 coats of chlorinated rubber paint @ 40µ DFT per coat, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.

500

-

-

... More
PLUMBING AND BUILDING DRAINAGE

-

-

-

... More
Constructing stand posts for drinking water tap including supply of water tap 1/2" pipe, all materials for civil works, earth work in excavation, backfilling and disposal of surplus earth within a lead of 100 meters as directed, brickwork, plastering, foundation concrete etc. complete as per specifications, drawings and instructions of Engineer-in-Charge.

5

-

-

... More
MISCELLANEOUS ITEMS

-

-

-

... More
Laying of Random Rubble Masonry in Cement Mortar 1:6 (1 cement: 6 coarse sand) in any shape and thickness for compound wall, toe walls, drains, or at any other places as directed including providing recesses, openings, scaffolding, staging, raking out joints, curing etc. by using stone rubble 150mm to 300mm size available within complex site, transportation to work site including handling, all leads and lifts within complex limit, using at required locations, dressing of stones, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. At all depths below and upto and inclusive of plinth level. (All materials including cement supplied by contractor)

1500

-

-

... More
Laying of Random Rubble Masonry in Cement Mortar 1:6 (1 cement: 6 coarse sand) in any shape and thickness for compound wall, toe walls, drains, or at any other places as directed including providing recesses, openings, scaffolding, staging, raking out joints, curing etc. by breaking big stones/boulders available within complex limit to required size, dressing including making required size bond, through stones, corner stones, quoin etc. transportation to work site with all leads and lifts within complex limit, handling etc. and using at required locations all complete as per drawings, specifications and directions of Engineer-in-Charge.

-

-

-

... More
At all depths below and upto and inclusive of plinth level. (All materials including cement supplied by contractor)

1500

-

-

... More
Laying of 225mm thick random rubble pitching in cement mortar 1:6 (1 cement: 6 sand) in one layer for embankments, road side slopes, holding ponds, bunds, reservoirs, drains, channels or at any other place as directed including preparation of subgrade for pitching by dressing the surface to required slope and shape, tamping. etc. including flush pointing, in cement mortar 1:4 (1 cement: 4 sand), curing etc. by breaking stones/ boulders of various sizes available free of cost anywhere within complex limit to required size including making required size bond through stones, corner stone's quoins etc., transportation to work site with all leads and lifts within complex limit, handling and using at required locations, dressing of stones complete as per drawings, specifications and directions of Engineer-in-Charge.

-

-

-

... More
On horizontal surfaces (All materials including cement supplied by contractor)

1000

-

-

... More
On sloped surfaces (All materials including cement supplied by contractor)

18000

-

-

... More
Supplying and laying of all materials for weep holes for drains including 75 mm dia. PVC pipes conforming to is:4985 Class-1, along with fixing with geotextile on one end with gravel filling (Gravel size 27 mm to 37 mm) 200 mm long , including providing pockets in drain wall as per standards, specifications, drawings and directions of Engineer-in-Charge.

3500

-

-

... More
Complete work for laying of Double walled corrugated (DWC) HDPE pipes as per IS 16098 Part 2 under roads/ drain crossings for maximum depth of 2m measured from top of DWC pipe upto road top level in all types of soil excluding soft rock and hard rock using HDD (Horizontal Directional Drilling) method using machine including supply of all materials, machinery, manpower etc. complete including cutting and jointing of the pipe as per manufacture's specification required for completion of the job as per directions of Engineer-in-Charge for the following internal diameter (DN) of the pipe - (Length of HDD will be straight length measured between entry and exit point)

-

-

-

... More
Dia 200 mm

50

-

-

... More
Dia 400 mm

50

-

-

... More
Modification Works

-

-

-

... More
MODIFICATION AND EXTRA WORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owner's storage point to work site/workshop,making necessary scaffolding,consumables,machinery,tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in -charge

-

-

-

... More
Flame cutting CS piping

100

-

-

... More
Hacksaw cutting CS piping

100

-

-

... More
Beveling CS piping

100

-

-

... More
Fit-up and welding CS piping

100

-

-

... More
Removal and re-installation of fire hydrant

-

-

-

... More
Removal and re-installation of firefighting equipment (Fire Hydrant), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

20

-

-

... More
Removal and re-installation of fire monitor

-

-

-

... More
Removal and re-installation of firefighting equipment (Fire Monitor), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material).

5

-

-

... More
NDT Testing

-

-

-

... More
DYE PENETRATION / MAGNETIC PARTICLE TEST Performing of magnetic particle test or dye penetration test including supply of all necessary materials, equipment and labour for carrying out the work as per specs. and direction of Engineer-in -charge

-

-

-

... More
DP TEST LENGTH(BW&SW)

100

-

-

... More
MAGNETIC PARTICLE TEST

100

-

-

... More
Installation of Valve

-

-

-

... More
Transportation of all kind of valves( including special and motor operated valves) from owner's storage point to contractor's store/ work site and installation of valves for all rating including assembly of valve accessories, if any, fixing of gaskets, bolts/ nuts etc. complete as per specifications drawings and direction of Engineer-in-charge including returning all unused/ surplus material to owner's storage point (valves along with accessories shall be supplied by owner as free issue material)

-

-

-

... More
Flanged/ Wafer Valves

-

-

-

... More
Nominal Dia. 6 Inch

6

-

-

... More
Nominal Dia. 8 Inch

2

-

-

... More
Nominal Dia. 4 Inch

8

-

-

... More
Nominal Dia. 12 Inch

2

-

-

... More
Nominal Dia. 2 Inch

12

-

-

... More
Dismantling works

-

-

-

... More
Removal of existing A/G piping

-

-

-

... More
Removal of existing A/G piping of all thickness including cutting, unbolting of flanged joints / cutting of pipe lines wherever required, removing supports, all fittings, flanges etc., cutting of pipes in appropriate lengths for transporting purpose, transporting all material to owner's storage point within the complex as designated by Owner including stacking of material and disposing of waste etc. as instructed by Engineer - in - charge.

-

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-

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For C.S. A/G Pipe of following nominal dia.

-

-

-

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Nominal Dia 8 Inch

200

-

-

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Nominal Dia 4 Inch

50

-

-

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Nominal Dia 6 Inch

50

-

-

... More
Nominal Dia 12 Inch

200

-

-

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Nominal Dia 16 Inch

50

-

-

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Nominal Dia 10 Inch

100

-

-

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For Galvanized C.S. A/G Pipe of following nominal Dia

-

-

-

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Nominal Dia 2 Inch

200

-

-

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Nominal Dia 1 Inch

50

-

-

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Nominal Dia 3 Inch

200

-

-

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Nominal Dia 4 Inch

100

-

-

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Removal of existing U/G piping

-

-

-

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Removal of existing U/G piping including excavation in all types of soils except soft rock and hard rock, including supply of any additional material required so as to expose the pipes for removal / dismantling, taking all safety precautions, supporting existing U/G services, dewatering of surface / sub-surface water as required to facilitate dismantling of pipes, cutting of pipes in appropriate lengths for transporting purpose, removal of soft material from bottom of trench and compacting, backfilling with available selected earth including re-excavating the deposited soil excavated earlier, breaking clods, laying in thickness not exceeding 15cms, watering rolling and ramming by manual methods / mechanical Compactors to achieve 90% laboratory maximum dry density as per IS:2720 Part VII or 85% relative density as per IS:2720 part XIV as applicable, stacking of serviceable / unserviceable material, transporting and stacking of all piping material to Owner's storage point, disposal of unserviceable material to demarcated areas anywhere inside plant boundary limit , all complete as per directions of Engineer-in-Charge. For CS Piping dismantling, Thickness =10 mm , For following Nominal Sizes

-

-

-

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NB 2 inch - 6 inch

200

-

-

... More
NB 8 inch - 14 inch

1800

-

-

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NB 16 inch - 24 inch

1800

-

-

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Dismantling of Flexible road

-

-

-

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Dismantling of flexible road including shoulder consisting of wearing course of bituminous premix carpet and bituminous macadam, base and sub base course of WBM / WMM, Random Rubble/ Brick/ PCC pitching material on side slopes of the roads, including supply of all tools and tackles, labours, taking all necessary safety precautions etc., segregating of serviceable / unserviceable material, stacking of serviceable material anywhere within plant boundary limit and disposal of the unserviceable material to demarcated areas anywhere inside plant boundary limit all complete for all levels, leads as specified and directed by Engineer-in- Charge.

50

-

-

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Dismantling/ Removal of A/G Valves

-

-

-

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Dismantling/ Removal of valve installed in A/G piping including unbolting, cutting as required, providing supporting/ lowering arrangements and any other arrangements including providing all tools and tackles required, taking all safety precautions etc. complete as per specifications drawingsand direction of Engineer-in-charge including transportation of dismantled valve, bolts and gaskets to the owner's storage point. For Flanged/ Wafer Valves of following nominal size

-

-

-

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Nominal Dia 6 Inch

2

-

-

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Nominal Dia 4 Inch

10

-

-

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Nominal Dia 8 Inch

4

-

-

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Nominal Dia 12 Inch

4

-

-

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Nominal Dia 16 Inch

1

-

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Nominal Dia 10 Inch

2

-

-

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Dismantling of Chain Link Fence fabric

-

-

-

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Dismantling of existing Chain Link fence fabric with line wire (taking all necessary safety precautions) including supply of all tools & tackles, necessary scaffolding, consumables, cutting of fixing hooks/staples, making rolls, transporting , stacking at designated area/ Owner's store anywhere within plant complex limit etc. all complete for all levels, leads as specified and directed by Engineer-in-Charge .

600

-

-

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Dismantling of Barbed Wire

-

-

-

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Dismantling of existing Barbed wire (taking all necessary safety precautions) including supply of all tools & tackles, necessary scaffolding, consumables, cutting of fixing hooks,making rolls, transporting , stacking at designated area/ Oner's store anywhere within plant complex limit etc. all complete for all levels, leads as specified and directed by Engineer-in-Charge .

500

-

-

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Painting of A/G pipes and valves

-

-

-

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Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

-

-

-

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Painting of uninsulated surfaces for 'Industrial ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes

-

-

-

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Nominal Dia. 12 Inch

100

-

-

... More
Nominal Dia. 6 Inch

250

-

-

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Nominal Dia. 4 Inch

150

-

-

... More
Nominal Dia. 8 Inch

100

-

-

... More
Nominal Dia. 2 Inch

100

-

-

... More
Painting of uninsulated surfaces for 'Industrial ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes

-

-

-

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Nominal Dia. of valve 12 Inch

2

-

-

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Nominal Dia. of valve 6 Inch

6

-

-

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Nominal Dia. of valve 4 Inch

8

-

-

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Nominal Dia. of valve 8 Inch

2

-

-

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Nominal Dia. of valve 2 Inch

12

-

-

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Fabrication and Erection of piping (underground)

-

-

-

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FABRICATION AND ERECTION OF PIPING (SPEC. NO.6-65-0030 and 6-44-0012) : Laying and joining of Carbon Steel pipes and specials underground including transportation of all material from Owner's storage point to worksite, earthwork in excavation in all types of soil EXCLUDING SOFT ROCK AND HARD ROCK for pipe trenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring & strutting if required, dressing of sides, levelining, grading & ramming of bottom of trench, cutting of pipes if required, fitup, edge preparation, providing corrosion protection tape coating as per specification, on pipes and specials, laying the pipes in trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments and fittings like elbows, reducers, tees, flanges, spectacle blinds and spacer blinds etc., providing reinforcing pads as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, corrosion protection coating of field joints, cutting of road wherever required and making good the same, testing for the corrosion protection coating as per specification, cleaning and flushing by water/ compressed air, hydrostatic/ pnuematic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness, watering, compacting with mechanical means like vibro rammers etc. to 90% of dry density as per IS:2720 Part-VII, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the complex limit etc. complete as per drawings, specifications and instructions of Engineer-in-Charge including connecting the pipes to manhole, including return of all unused / scrap pipe to owner's storage point (Pipes and fittings shall be supplied by owner as free issue material.) (Depth of excavation for pipe trench shall be upto 3.0m)

-

-

-

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Carbon Steel Piping (Non IBR), Thickness =10 mm

-

-

-

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Fabrication, For the following nominal sizes

-

-

-

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NB 2 inch - 6 inch

2825

-

-

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Erection including corrosion protection coating, for Water System (Pressure Piping), For following Nominal Sizes

-

-

-

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NB 2 inch - 6 inch

11300

-

-

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Fabrication of reinforcing pads for pipe connection wherever required (from pipes only supplied by the owner) and erection, fit up, welding and testing (including DP/MP) if required of the same as per the specifications, drawings and instructions of the Engineer-in-charge Note: Sizes mentioned for reinforcing pads are for branch pipe. For branch pipe of following dia.

-

-

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Dia of branch pipe 1 Inch

5

-

-

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Dia of branch pipe 2 Inch

5

-

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Dia of branch pipe 4 Inch

10

-

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Dia of branch pipe 6 Inch

10

-

-

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Dia of branch pipe 8 Inch

5

-

-

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Dia of branch pipe 12 Inch

2

-

-

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Dia of branch pipe 20 Inch

2

-

-

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Cement Lined Pipe

-

-

-

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Laying and joining of Carbon Steel pipes and specials underground including preparing requisite spools, transportation of all material from Owner's storage point to worksite, including providing internal cement lining on pipes and specials as per specification for cement lining , earthwork in excavation in all types of soil excluding soft rock and hard rock which shall be paid under relevant item for pipe trenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring & strutting if required, dressing of sides, levelining, grading & ramming of bottom of trench, cutting of pipes if required, edge preparation, providing corrosion protection tape coating as per specification on pipes and specials, laying the pipes in the trenches to required alignment and levels, welding the same after laying, installation of flanges, blind flanges, tapping for pressure gauges, temperature gauges and all other online instruments, and fittings and specials, like elbows, reducers, tees, vents, blind flanges, drains , stub in/ branch connections, alignment, fixing of nuts, bolts, gaskets and washers, including providing pipe joints as per specifications including supply & erection of collars for pipe joints ,welding, corrosion protection tape coating of field joints, cutting of road wherever required & making good the same, testing for the corrosion protection tape coating as per specification, hydrostatic testing of the system, flushing, backfilling the trenches with select material from available excavated soil including re-excavating the deposited soil excavated earlier, breaking clods and laying in layers of 15 cm compacted thickness , watering, compacting with mechanical means like vibro rammers etc. to 90% of standard proctor density as per IS:2720 Part-VII, disposal of surplus earth/ unserviceable material to demarcated area anywhere within the Refinery complex limit etc. complete as per drawings, specifications and instructions of Engineer-in- Charge including return of all unused /scrap pipe to owner's storage point (Bare Pipes and fittings shall be supplied by owner as free issue material. Collar sleeves for pipe jointing shall be supplied by contractor. Cement lining of pipes, fittings and specials including supply of all materials shall be in contractor's scope. )(Depth of excavation for pipe trench shall be upto 3m) For Water System (Pressure Piping)

-

-

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Dia. 4 Inch PMS A33Y

20

-

-

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Dia. 6 Inch PMS A33Y

20

-

-

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Dia. 20 Inch PMS A33Y

180

-

-

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Dia. 16 Inch PMS A33Y

180

-

-

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Dia. 12 Inch PMS A33Y

50

-

-

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Dia. 8 Inch PMS A33Y

50

-

-

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Extra Over respective underground piping erection items but for excavation in soft rock for pipe trench, saddle etc. disposal of surplus/ unserviceable material to demarcated areas anywhere within the complex limit etc.

100

-

-

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Extra Over respective underground piping erection items but for excavation in hard rock for pipe trench, saddle etc. for all depths by controlled or muffled blasting using blasting mats, G.I. sheets Nylon nets etc. including counter weight loading of the area to be blasted by sand bags, removal of all sand bags, blast control mats, nets etc. after blasting, including all labour, materials, all related work for blasting such as drilling, supplying, storage and charging of explosives with all safety measure, chiselling and cutting to required levels, dressing and trimming of sides, levelling and grading of bottoms, backfilling of trench with select material from available excavated soil, stacking of excavated rocks / unserviceable material to demarcated areas anywhere within the complex.

100

-

-

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Supply, fabrication and Erection of piping(underground)

-

-

-

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Water System Galvanised Pressure Piping (Under Ground) (Screwed)

-

-

-

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Supplying and laying carbon steel galvanised pipes as per piping materials specification Class underground including supply of all necessory fittings including Tee, reducing Tee, reducing Coupling, nipple, coupling, elbows etc. supply of teflon tapes, PTFE tape, white lead, etc. cutting the pipes to required lengths, making threads, earthwork in excavation for trenches, etc. in all types of soil except soft rock & hard rock including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, including laying of pipes in trenches, jointing the pipes and fittings with threaded connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc., complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nominal Size and Piping Material Class.

-

-

-

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Nominal Dia 4 Inch Piping class J2A

2000

-

-

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Nominal Dia 2 Inch Piping class J2A

200

-

-

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Fabrication and Erection of piping (Above ground)

-

-

-

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PIPING (ABOVE GROUND): Transportation of all piping items from owner's storage point to work site/workshop, including providing internal cement lining on pipes and specials as per specification for cement lining, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, including providing pipe joints as per specifications including supply & erection of collars for pipe joints and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connecting with equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified, draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job) as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

-

-

-

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Dia. 4 Inch PMS A33Y

50

-

-

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Dia. 6 Inch PMS A33Y

50

-

-

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Dia. 8 Inch PMS A33Y

100

-

-

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Dia. 12 Inch PMS A33Y

100

-

-

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PIPING (ABOVE GROUND): Transportation of all piping items from owner's storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connecting with equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified, draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job) as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

-

-

-

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Carbon Steel Piping (Non IBR), Thickness =10 mm

-

-

-

... More
Fabrication, For the following nominal sizes

-

-

-

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NB 2 inch - 6 inch

450

-

-

... More
Erection , for Water System (Pressure Piping), For following Nominal Sizes

-

-

-

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NB 2 inch - 6 inch

1800

-

-

... More
Miscellaneous Items

-

-

-

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Miscellaneous

-

-

-

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Supplying and laying in position HDPE pipes conforming to IS:4984 PE 63 PN 2.5 for cable crossings, including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes, providing proper jointing as per code requirements or manufacturers recommendations, sealing the open ends of pipes etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following NOMINAL OUTSIDE PIPE DIA (MM) 160 DN

1900

-

-

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ARCHITECTURE

-

-

-

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FLOOR FINISHING

-

-

-

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Providing and laying average 25mm cement concrete flooring in panels consisting of base course of 1:2:4 grade cement concrete (6mm down size stone aggregate) laid over sub-base of cement concrete and finishing with a layer of floating coat of neat cement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the sub-base surface, applying neat cement slurry @ 2.75 kg of cement per Sq. M. of area over the sub- base to receive the base course, compacting, tamping, trowelling, finishing, curing, providing, shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

-

-

-

... More
25mm thk. cement concrete flooring. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

50

-

-

... More
Providing and laying cement concrete granolithic flooring in panels consisting of base course (under layer of 1:2:4 grade cement concrete, 6mm down size stone aggregates) laid over sub-base, wearing top- layer of cement mortar (1 cement: 3 coarse sand by volume) finished smooth by tamping, trowelling, and with a finishing floating coat of neat cement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the sub-base surface, applying neat cement slurry over the sub- base @ 2.75Kg of cement per Sq. M of area to receive the base course, compacting, tamping, trowelling, finishing, curing, providing, shuttering to the edges etc. all complete.

-

-

-

... More
With average 25mm thick under-layer and 15mm thick top layer. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

5

-

-

... More
50mm thick heavy duty flooring

-

-

-

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Providing and laying average 50mm thick heavy duty flooring in panels consisting of base course of 35mm thick cement concrete (1 cement : 1.5 coarse sand : 3.5 stone aggregates of 10mm to 6mm size by volume) laid over sub-base and 15mm thick finishing layer consisting of cement and integral hardening compound mixed in ratio of 4 cement :1 hardenar (by weight) :2 stone agrgregates of 6mm and down size laid integral with base course and finished smooth including cleaning the sub-base surface, applying neat cement slurry @2.75 Kg of cement per Sq.M of area over sub-base to receive the base course, levelling, tamping, trowelling, finishing, curing, providing shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

125

-

-

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Providing and laying 125mm high cement plaster skirting with 1:3 cement mortar (1 cement : 3 coarse sand by volume) finished with a floating coat of neat cement slurry @ 2.75kg. of cement per Sq.M of area including rounding of junctions with floor, preparing the wall surface, making recess in the wall, finishing, curing etc. all complete.

-

-

-

... More
18mm thick. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

175

-

-

... More
12mm thick. CEMENT SUPPLIED BY THE CONTACTOR AT THEIR COST.

5

-

-

... More
Panel dividers in flooring/dado

-

-

-

... More
P.V.C. panel dividers ( 3mm x 20mm size.)

75

-

-

... More
P.V.C. panel dividers ( 3mm x 35mm size.)

175

-

-

... More
Providing and laying machine cut chissel dressed kota stone slab of approved shade in floor tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.M of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.M of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.

-

-

-

... More
25mm thick kota stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor, landing tread over average 15mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

50

-

-

... More
18mm thick kota stone slab in riser, dado, skirting over average12mm thick cement mortar1:3(1 cement:3 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

50

-

-

... More
STEEL/AL./GLAZED/FULLY GLASS/PVC DOORS,WINDOWS & VENTILATORS

-

-

-

... More
S/F M.S. rolling shutters Supplying and fixing M.S. rolling shutters, conforming to IS : 6248 including providing all accessories like shutter (constructed with inter locking lath sections formed out of cold rolled steel strips 0.9mm thick, 80mm wide and 1.25mm thick, 80mm wide respectively for shutter width upto 3.5M and above 3.5M), jointless M.S. channel section for guide (min. 3.15mm thick), M.S. girders, pressed bottom rails, shutter suspension stud shaft with pully and cage, top rolling springs, locking arrangement etc. as per approved manufacturers drawings including painting with two coats approved make & shade and synthetic enamel paint over a coat of approved quality red oxide zinc chromate primer, making good of all damaged surfaces etc. all complete.

-

-

-

... More
Mechanically operated type rolling shutter as per approved manufacturers design & drawing for Rolling shutter width upto 3.5M.

20

-

-

... More
Pressed steel sheet door shutter Providing and fixing pressed steel sheet door shutter made of 18 SWG galvanized pressed steel sheet bent to form hollow box of 40 mm overall thickness; and consisting of/ including: (i) 3 mm thick MS flat all along perimeter (ii) Packing the shutter with mineral wool (48 kg/cum) without gap (iii) Strengthening with 18 SWG GI vertical stiffeners @200 c/c (iv) 3 mm thick MS pad plates welded inside at required locations for fixing of hardware etc. (v) Fixing to door frame by 100 mm long SS 304 grade heavy duty ball bearing hinge @600 c/c maximum (vi) Hardware and vision panel as required. (vii) Grinding and smoothening of welding, cleaning, finishing (synthetic enamel painting/ polyurethane (PU) coating/ electrostatic powder coating), making true alignments and surfaces etc. all complete. Notes: 1. Reference shall be made to EIL standard nos. 7-75-0070, 7-75-0071 Only the net shutter(s) area shall be measured for payment

-

-

-

... More
Single shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 250mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt (250mm long for 2100mm height & 600mm long for 2500mm height)

5

-

-

... More
Aluminium work for doors, windows, ventilators and partition 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/ neoprene 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 drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

-

-

-

... More
For fixed portion of aluminium doors, windows, ventilators and partitions made from Powder coated aluminium (minimum thickness of powder coating 50 micron)

350

-

-

... More
For shutters of doors, windows & ventilators made from Powder coated aluminium (minimum thickness of powder coating 50 micron) including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

400

-

-

... More
Providing and fixing 12 mm thick pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type lI, with decorative lamination on both sides, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.

125

-

-

... More
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 upto 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 stainless steel cover plate of minimum thickness 1.25 mm with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

5

-

-

... More
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 upto 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 brass cover plate of minimum thickness 1.25 mm with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

5

-

-

... More
Filling gaps of size upto 5mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete

10

-

-

... More
Providing and fixing 255 X 19 mm adjustable friction window stays of approved quality made from Stainless Steel (SS 304 grade) with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-charge complete.

50

-

-

... More
Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

10

-

-

... More
Providing and fixing Powder coated minimum thickness 50 micron aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer in-charge

10

-

-

... More
Providing and fixing 100 mm long aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete

10

-

-

... More
Providing and fixing aluminium tower bolts of size 100mm x 10mm , ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

10

-

-

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Providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item)

100

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P/F pressed steel door and window frames Providing and fixing pressed steel door and window frames of size (assorted size out of) Overall 125mm x 60mm section, of required profile conforming to IS: 4351, made of 16 SWG pressed steel including/ consisting of: i)3 mm thick MS flat spacers welded to frame @ 500mm c/c and at holdfast locations. ii)Filling the hollow frame section with concrete. iii)MS angle (20mmx20mmx3mm) horizontal tie member below floor finish. iv)MS holdfasts (200mmx25mmx6mm) welded to spacers. v)Fixing to masonry (by grouting the holdfasts with M-15 grade concrete in minimum 250mm x 100mm x 100mm sized hole)/ fixing to RCC (by minimum 100mm long, 12 mm dia metallic counter sunk anchor fasteners) vi)MS pad plates (40mm x 150mm x 3mm) & GI mortar guard welded to frame at hinge and other hardware locations. vii)Metering of joints between horizontal and vertical members, grinding and smoothening of welding, cleaning of frame surface, finishing (synthetic enamel painting/ electrostatic powder coating/ polyurethane (PU) coating), making true alignments and surfaces etc. all complete. Notes: 1)Reference shall be made to EIL standard nos. 7-75- 0070, 7-75-0071 2)Cumulative length of all horizontal and vertical frame members shall be measured for payment.

-

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Frames painted with Electrostatic Powder coating.

5

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PLASTERING & POINTING

-

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Providing plain cement plaster in cement mortar (1 cement:4/6 fine sand by volume) on masonry, PCC/ RCC including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.

-

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Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 18mm thick 1:6 (1 cement : 6 sand) Cement supplied by the Contractor at their cost.

60

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Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 12mm thick 1:4 (1 cement : 4 sand) Cement supplied by the Contractor at their cost.

60

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Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight. Average 6mm thick 1:4 (1 cement : 4 sand) Average 6mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

50

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WHITEWASHING, PAINTING & POLISHING

-

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Providing and applying/ finishing the walls/ RCC surfaces with Premium Acrylic smooth exterior paint with silicon additives with low VOC (Volatile Organic Compound) content (Snowcryl-XT of 'Snowcem India Ltd. or approved equivalent) of required shades on new work applied in two or more coats at the rate of 1.43 ltr/ 10 sq.m over and including base coat of waterproof cement paint (of Snowcem Plus or approved equivalent) including cleaning, preparation of surfaces, curing etc. all complete.

725

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ROOFING

-

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Providing and fixing 40mm x 6mm M.S. flat wind ties over sheeting with anticorrosive polymer coated G.I. nuts, bolts, polymer cap, seal and thrust washers of approved make iincluding painting with two coats of synthetic enamel paint of approved make over a coat of approved quality red oxide zinc chromate primer etc.all complete.

220

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Providing and fixing rain water pipes with M.S. holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete.

-

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110mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details.

130

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160mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details.

10

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Providing and laying in position approved quality profiled, precoated, steel sheets (for roofing, cladding etc.) made from cold rolled high tensile Zincalume/ Galvalume Steel of 550 MPA yield stress conforming to IS:513, IS:15961 and ASTM AS: 1397; the substrate shall be hot dip metallic coating of aluminium- zinc alloy (150 grams per sq. mtr. Total on both sides, coating class AZ150); the bottom unexposed surface shall be provided with alkyd backer of minimum 5 microns over a 5 micron coat of primer; top exposed surface shall have SDP (Super Durable Polyester) paint system MINIMUM 20 microns in approved shade applied over 5 microns primer; overall coated thickness of sheets not less than 0.52 mm having base metal thickness of minimum 0.45mm (negative tolerance not acceptable), profile depth not less than 28mm and pitch of 195 to 255mm; including cutting, mitering, laps, providing cutouts for fixing accessories, necessary fastners (approved quality anti corrosive polyester polymer coated, rivets, nuts, bolts, self drilling screws/ fasteners with integral washers and EPDM seals, and nylon colour caps and natural cure type joint sealants etc.) All complete as per approved manufacturer's specifications. Note: The steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg name, etc) on back side at regular interval confirming genuinity of the material.

2060

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Providing and laying in position roofing and cladding accessories like ridge piece, corner piece, north light curve piece, apron piece, gutter, flashing etc. fabricated out of 0.5mm precoated Zincalume/ Galvalume Steel steel sheets of same material/ quality etc. as that of sheeting; bent and profiled to match with the roofing and cladding, including all cutting, fabrication, rivetting, fastners etc. all complete.

220

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Polycarbonate sheets roofing/ cladding Providing and fixing in position (for roofing and cladding) machine made 2mm thick corrugated polycarbonate sheets (conforming to IS :14434, 14443) of approved manufacturer (in approved shade) extruded from polycarbonate resin, having profiles as approved/ matching exactly with the surrounding pre-coated roofing/ cladding sheets and having following properties: (a) Specific gravity 1.2 g/ cm3 (b) Hardness 119 M Scale (c) Tensile Strength 64 Mpa (d) Compressive strength 66Mpa (e) Impact Strength 900 J/m The item includes fixing to steel structure members (truss/ purlins)/ brick masonry walls by means of polymer coated 'J' or 'L' hooks, bolts, nuts 8mm dia G.I. bitumen washers etc. all complete as per approved manufacturer's recommendations and specifications.

72

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Barricading of corrugated GI sheet of 0.8mm thickness Providing and fixing corrugated GI sheet of 0.8mm thickness, minimum 120 GSM coating and conforming to IS : 277 in barricading cladding, corner piece, etc. with 8mm dia `J' or `L' type anticorrosive polymer coated GI hook, bolts, nuts and polymer cap, seal and thrust washer including cutting to proper size, drilling holes, mitering, laps, finishing, providing anticorrosive protective coating on hooks, nuts, bolts etc. and maintaining the same during project execution to the complete satisfaction of Engineer-in-charge, all complete as per the direction of Engineer-in-charge. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

5000

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Providing and fixing industrial grade wind driven turbine ventilator/ air-extractor having rotating turbine vents made of anodized aluminium (grade H24), with teflon bearings, teflon bush, teflon cap, translucent FRP base, stainless steel shaft having zero friction rotation etc. all complete as per manufacturer¿s specifications, including fixing on pitched metallic roof sheeting with required overlapping, providing supporting framework, anticorrosive polyester coated nuts, bolts, screws, sealing of all joints so that there shall not be any accumulation or leakage of water, making them waterproof etc. all complete.

-

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approx. size 700 mm outer dia. with minimum 2500 CFM capacity

24

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FALSE CEILING, FALSE FLOORING, UNDERDECK INSULATION, PARTITIONING

-

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Providing and fixing Mineral Fibre Tile false ceiling consisting of A. 600mm x 600mm x 15mm thick Mineral Fibre Acoustical tiles with durable tegular edging having noise reduction coefficient (NRC) value of min. 0.50, light reflectance value of min. 80%,thermal conductivity (K) value of 0.052-0.057 w/m deg.C and fire performance conforming to class-I as per BS-476,back of the tiles being provided with one coat of protective coating. B. Suspension system consisting of hot dipped galvanised steel main runners @ max. 1200mm c/c ( 0.33mm thk.,"T"shaped, 24mm x 38mm size with single rotary stiching), cross runners ( 0.25mm thk.,"T" shaped with double rotary stiching, 24mm x 30mm size, 1200mm long and 24mm x 25mm size, 600mm long ), perimeter sections ( 0.45mm thick,22mm x 22mm size) including suspending the system by means of 4mm dia MS wire,6mm thk. MS cleat of 25mm x 25mm size, dash fasteners and level adjustors, providing 30 micron powder coating to exposed metallic members, providing slit openings for fixing supply/return air grill, lighting fixtures, AC ducts etc. all complete.

-

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With fine fissured tiles (Acoustical punchers (10mm deep) = 24000sm, No. Of fissures (3 to 4mm deep) = 28800sm)

10

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Tray type Aluminium plank false ceiling

-

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Providing and fixing Tray type Aluminium plank false ceiling consisting of 254/305mm x 1264mm or 600mm x 600mm size Aluminium planks (profiled for positive engagement into clip-in profiles and demounting of individual planks) manufactured out of 0.7mm thk. Aluminium alloy 3105/3005/5052 (as per ASTM 209M) with stove enamelled (coil coated) finish in approved colour and suspension system consisting of 0.5mm thk. 40mm x 20mm galvanised steel clip-in main runner profiles (@ 1264mm or 600mm as per plank size) supported by and including 0.5mm thk. 25mm x 16mm GI suspension angle,1mm thk. 25mm x 34mm x 76mm CRCA zinc plated steel ceiling brackets (@ max. 1264mm c/c or 600mm as per profile) fixed to roof slab/beam,0.5mm thk. 40mm wide, 105mm high G.I. hold on clamps slotted for level adjustment, perimeter angles including providing slit openings for fixing supply/return air grill, lighting fixtures, AC ducts etc. all complete. .

5

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MISCELLANEOUS ITEMS

-

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Providing and laying plinth protection with Bldg. drain as per EIL STD. No. 7-75-0065 consisting of

-

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Plinth protection of PCC (1:3:6) laid over rammed earth to slope and trowel finished. Cement supplied by the Contractor at their cost.

5

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Building drain consisting of brick work, PCC (1:3:6) laid over rammed earth and finished with 15mm thick plain cement plaster topped with neat cement finish @ 2.75kg. of cement per Sq.M of area including finishing curing etc. all complete. Cement supplied by the Contractor at their cost.

5

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Extra for providing 600mm long MS grating drain cover as per EIL STD No. 7-75-0065 made of 40mm x 6mm M.S. flat framework with 40mm x 6mm MS flats welded @ 35mm c/c including providing & fixing 50mm x 50mm x 6mm M.S. angle frame fixed to concrete portion of the drain.

10

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Providing and fixing hand railing up to 1000mm high above finished floor level over stair and landing consisting of one 25mm square M.S. baluster embedded or fixed to floor/steps by 6mm thk. x 20mm wide M.S. clamps anchored into floor/ steps in floor and each step grouted with M-15 grade concrete in cut out of 50mm x 50mm x 100mm size block, teakwood moulded/ M.S. pipe handrail fixed on baluster, 40mm x 40mm x 6mm M.S. flat shoe welded at the bottom of baluster, including painting the balusters, M.S. surfaces with double coating of approved shade and make synthetic enamel paint over a coat of approved quality red oxide zinc chromate primer coat, finishing etc. all complete. (Only length of top handrail shall be considered for payment, not the cumulative length of individual members).

-

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32 mm dia N.B. (medium) M.S. pipe handrail welded to baluster and painted with double coating of synthetic enamel paint over priming coat as per EIL STD NO. 7-75-0036.

100

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Transformer gates/ fencing

-

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Providing and fixing Transformer gates/ fencing made of 50mm x 50mm x x 4.5mm M.S. tubular frame, 40mm x 40mm x 3.2mm M.S. tubular stiffeners, 50mm x 50mm x 8 gauge welded mesh fixed to the frame by 20mm x 3mm M.S. flat beading on either side, including fixing the gate and frame to the masonry/ R.C.C. by M.S. hinge arrangement (consisting of fabricated hollow M S Cylinder made of 5 Thk MS plate with 20 internal dia fixed to the shutter & RCC/masonry by means of 2 nos 6 Thk MS Flats welded on it.) with M.S. holdfast grouted with M-15 concrete block with gate having M.S. pivot arrangement (ensuring smooth operation of the gate), one heavy duty 450mm long M.S. aldrop, heavy duty M.S. tower bolts etc. including finishing of the entire gate/ fencing with fittings/ fixtures/ accessories with two or more coats of synthetic enamel paint of approved make and shade over a coat of approved red oxide zinc chromate primer, all complete as per EIL-STD No 7-75-0051 rev-04 & 7-75-0052 rev-03.(All above materials to be procured by contractor)

60

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Steel Entrance Gates

-

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Providing and fixing in position Steel Entrance Gates consisting of 40mm x 80mm x 3.2mm M.S. tubular frame, 80mm x 40mm x 3.2mm rectangular M.S. hollow sections & 32x32x2.6 mm MS rectangular hollow sections, both horizontal & vertical members welded to the framework and intermediate curved rectangular hollow section as per standard design, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (fabricated/ machined as per detail) and M.S. hold fast (25 x 6 x 200mm long) grouted with M-20 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per EIL- STD-No. 7-75-0054.

12

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CLADDING,FACADES ETC.

-

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Providing and erecting/ fixing/ installing in position aluminium composite panels system (for external application) of 'Alucobond'/ 'Eurobond'/ 'Reynobond' or approved equivalent comprising of aluminium framework consisting of 40mm x 40mm x 4mm thick x 100mm long aluminium angle cleats (bracket) suitably spaced and placed to comply to design/ elevation/ colour pattern etc. and fixed to masonry/ RCC column/ beam of the building by means of M8 x 65mm long G.I Anchor bolts, aluminium continuous vertical angle 40mm x 40mm x 4mm fixed/ bolted to angle cleats by means of M8 x 25mm long nut and bolt arrangement, suitable horizontal aluminium angle horizontal members as required; cladding panels 4mm thick (overall thickness) made of high quality extrusion grade LDPE/ LLDPE core material (3mm thick) sandwiched between 0.5mm thick aluminium foil (on either side) made of aluminium alloy 1100-H18 or approved equivalent and finished with minimum 35 micron (5 micron primer and 25 micron top coat) thermoplastic PVDF layer 'Kynar 500' (minimum 70%) and polyester coating in approved shade; all complete including providing approved silicon sealant at all joints, necessary accessories like backing rods, aluminium pop rivets, bolts, screws, corner pieces etc. as required for the completion of the work as per the approved manufacturer's specifications and recommendations, cleaning, finishing etc., all complete.

10

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MISCELLANEOUS

-

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Complete design, detailed engineering, fabrication, transportation, supply, erection, assembly and finishing (at site) of pre-engineered type PORTABLE CABIN structures (brought in knock-down condition) for SECURITY CABIN as per drawing including roof and wall cladding, doors, windows, flooring, all furniture, fittings, electrical fixtures and fittings, air-conditioning etc., all complete as per attached/ referred drawings, codes, standards, technical specifications and instructions of Engineer-in-Charge. (Rate to be quoted for performing all activities mentioned above all complete as specified including the cost of materials, as a single item for payment).

2

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Complete design, detailed engineering, fabrication, transportation, supply, erection, assembly and finishing (at site) of pre-engineered type PORTABLE CABIN structures (brought in knock-down condition) for SATELLITE SITE OFFICES as per drawing including roof and wall cladding, doors, windows, flooring, all furniture, fittings, sanitary fixtures and fittings, plumbing and sanitary works upto Inspection Chamber, overhead water tanks, electrical fixtures and fittings, air-conditioning etc., all complete as per attached/ referred drawings, codes, standards, technical specifications and instructions of Engineer-in-Charge. (Rate to be quoted for performing all activities mentioned above all complete as specified including the cost of materials, as a single item for payment).

5

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Complete design, detailed engineering, fabrication, transportation, supply, erection, assembly and finishing (at site) of pre-fabricated type structures (brought in knock-down condition) for 10 seated MOBILE TOILETS WITH VAN including roof and wall cladding, doors, windows, flooring, all furniture, fittings, sanitary fixtures and fittings, plumbing and sanitary works, overhead water tanks, electrical fixtures and fittings etc., all complete as per codes, standards, technical specifications and instructions of Engineer-in-Charge. (Rate to be quoted for performing all activities mentioned above all complete as specified including the cost of materials, as a single item for payment).

4

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CIVIL, STRUCTURE AND ARCHITECTURE

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FINISHING

-

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification.

-

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Two or more coats on new work

700

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REPAIRS TO BUILDING

-

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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

-

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With cement mortar 1:4 (1cement: 4 coarse sand)

10

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DISMANTLING AND DEMOLISHING

-

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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking anywhere with in the plant boundary limit :

-

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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material anywhere with in the plant boundary limit:

-

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping ground or anywhere with in the plant limit boundary as approved by Engineer-in-charge, including all lifts involved.

5

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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

-

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Of area 3 sq. metres and below

2

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Of area beyond 3 sq. metres

2

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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:

-

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G.S. Sheet

1760

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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

10

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Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.

15

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GEOTECH

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GROUND IMPROVEMENT

-

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SAND GRAVEL MIX

-

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Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete)

75

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GEOGRID

-

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Supplying and laying of Tensar Geogrid SS-40 or equivalent below roads, RCC pavements, manholes, in pipe trenches, culverts, foundations, hard stand etc. including overlap length, royalties, taxes, handling, transportation, unloading, storage, etc. all complete as per drawings, manufacturers specification and direction of Engineer-in-Charge.

100

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GeoTextile

-

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Supplying and laying of Geotextile Terram 1000 or equivalent for hard stand, road, RCC pavement, foundation etc. as directed by the Engineer-in-charge including royalties, taxes, handling, transportation, unloading, storage, stretching, joining, lapping, sewing etc. all complete as per drawing, manufactures specification and direction of the Engineer-in-charge. (The rate shall be inclusive of cost of all labour, material, equipment etc., all complete).

250

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BOULDER SOLING-FIM ITEMS

-

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Laying of RANDOM RUBBLE SOLING below hard stand, road, RCC pavement, foundation etc. in layers of 200mm loose thickness (maximum) with nominal size of stones 100 mm to 250 mm, filling of voids with small size stones and sand, including watering, ramming, rolling, compacting, quarrying, royalties, transportation, handling etc., all complete as per specification, drawing and direction of the Engineer-in charge.(The rate shall be inclusive of cost of all labour, material-excluding boulders, equipment, etc., all complete)

125

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