Construction of Road Over Bridge in lieu of manned L.C. No. MH-27 at Km 416.770 between Namkum - Ranchi station on Katari Bagan Road for the year 2024-25.

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.Ordinary soil

Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap.

Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical SpecificationRCC Grade M35

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-1200 mm

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M35

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.PCC Grade M15 using batching plant & Concrete pump

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationFor T-beam & slab, 23-33 per cent of (a+b+c) .RCC/PSC Grade M35

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less tha 1000c, protruding 1mm to 4mm over mastic surface, all complete as per clause 516.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.Bituminous concrete Grading- II with VG-30 Grade Packed Bitume 40MM

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Drainage spouts complete as per Drawing and Technical Specifications.

Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

CONFIRMATORY BORING

Pile load test on single vertical pile in accordance with IS 2911(part iv)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.80 cm x 60 cm rectangular

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.60 cm x 45 cm rectangular

Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified .Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length )

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous courses

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Granular courses

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.

Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m

Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.Rate per cum after adding royalty@Rs 27.48/cum

Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.grading-V Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.RCC Grade M30.RE WALL PANEL M-30

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC BELOW PANEL SLAB M-15

Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M35 RCC IN FRICTION SLAB

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC M15 UNDER FRICTION SLAB

sand filling in foundation anad trenches as per Drawing and Technical Specification

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.grading-V Material

Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) (ii) M 30 grade concrete

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Construction of Median and Island with Soil Taken from Borrow Areas Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408

Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) PCC M20 for Kerb cast in situ

RAILWAY PART , SOIL INVESTIGATION Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30 cm). and including refilling reinstating surface, and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion /chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.(a)0m to 10 m

Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30 cm). and including refilling reinstating surface, and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion /chieselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.(a)10 m to 20 m

Extra for 150 mm dia bore in hard Rock/Large Boulder at all levels

Drilling of NX size borehole (75mm dia.) in all types of hard rock (fresh rock) and collection of rock core samples from boreholes and preserving in boxes 0 m to 10 m

Taking out 100mm dia. & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labelling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

Taking out 100mm dia. & 450mm long disturbed samples of soil from bore holes, including provision of air tight containers for packing, labelling and transporting the samples to laboratory. Samples shall be collected as per IS:2720.

Conducting standard penetration test as per IS 2131 at approximate 1.5 m intervals in bore holes, as directed by the Engineer in charge

Conducting laboratory Tests on collected soil samples as per relevant IS code Moisture contents/Dry density

Conducting laboratory Tests on collected soil samples as per relevant IS code Atterberg Limit

Conducting laboratory Tests on collected soil samples as per relevant IS codeSpecify Gravity

Conducting laboratory Tests on collected soil samples as per relevant IS code Grain size analysis including

Conducting laboratory Tests on collected soil samples as per relevant IS code Direct Shear Test

Conducting laboratory Tests on collected soil samples as per relevant IS code Natural Density

Conducting laboratory Tests on collected soil samples as per relevant IS code Consolidation test

Conducting laboratory Tests on collected soil samples as per relevant IS code Unconfined compression test

Conducting laboratory Tests on collected soil samples as per relevant IS code Tri axial test

Conducting collected ROCK SAMPLES as per relevant IS code Density test

Conducting collected ROCK SAMPLES as per relevant IS code Water absorption & Porosity

Conducting collected ROCK SAMPLES as per relevant IS code Hardness

Conducting collected ROCK SAMPLES as per relevant IS code Unconfined compression test

Conducting collected ROCK SAMPLES as per relevant IS code Point load test

Conducting collected ROCK SAMPLES as per relevant IS code Abrasion testing

Conducting chemical analysis of ground water samples to determine suitability for concreting and aggressiveness in relation to attack on concrete / reinforcement including determination of pH value

Conducting chemical analysis of soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value

Preparation and submission of Final report giving complete and comprehensive record of investigations, laboratory test reports and calculations in approved format

DESIGN AND DRAWING OF ROB Design of Sub-structure and Design foundation and making detailed drawings ( all structural components excluding super structure) including GAD major bridges/Road Over Bridge/Rly Fly over etc. This rate is inclusie of supplying of soft copy of each drawing in CD ROM, one copy in tracing paper & 05 nos ferro prints.

BARRICADING AND FENCING Provision pf CGI Sheet barricading of 1.5 M average height on rail post along the track of road

Rail Piling

Cost of U/S Rail

ROB PROPER , SUPERSTRUCTURE Fabrication, Erection & Launching of Girder

Metalizing of Steel work of gir

M-35 deck slab etc

Crash barrier

Supply, Fabricating & Erecting in position Hand Rail

Drainage System Providing and laying 100 mm dia G.I. Drain Pipe, Spouts, GI steel gratings over formed holes in deck slab etc

Bituminous Concrete

Expansion joint

Bitumen Mastic wearing Course

Load testing of one or more spans of bridge (Deflection test) up to 100 MT

Load testing of one or more spans of bridge (Deflection test) Extra for every increase of 100 MT or part theirof in the span load capacity up to 800 MT.

BRC Protection

150 mm dia PVC pipes for Electrical & Telephone cables

Free Bearing

Guide Longitudinal Bearings

GuideTransverse Beattings

Fixed OT Bearings

Shear studs/shear connectors

Elastic Elastomeric Coating

Providing Aliphatic Acrylete system paint

Designing, fabricating and providing of trapezoidal roll formed deck sheeting profile of 88 mm depth made of galvanised steel troughed metal decking plate over cross girders/supports for Cast in

Wearing Course

Providing and fixing Cat's Eye (Glow studs) 100 X 100 mm. die cast in aluminum, resistant to corrosive effect of salt and arit.

Chequered tiles

Fe-500 steel

Cement (OPC)

ROB PROPER , FOUNDATION AND SUBSTRUCTURE E/W in Excavation In All Kinds of Soils

E/W in Excavation In ordinary rock

Providing and installing bored cast in situ vertical piles of 1200 dia. In M Qrade of RCC

Fabricating Providing, and installing of casing pipe for bored piles for all diameters with specified thickness of

Condudting Load testing of a single pile up to following capacity in accordance with IS 2911 (part IV) (i) (Initial load test above 100 ton capacity)

(II) Extra for every increase of 50 ton or part theirof over 250

(III) Routine load test above 100 ton up to 250 ton

Providing & laying of PCC M15 levelling COurse 100 mm thick below the Pile

Providing and Laying RCC M-35 inPile cap & RCC Raft Foundation

Providing and Laying RCC M-35 in Abutment & Pier

Providing and Laying RCC M-35 in Pier Cap & Inspection Plateform

Centering and shuttering including strutting proping etc and removal of form Pile cap & RCC Raft Foundation

Centering and shuttering including strutting proping etc and removal of form Abutment, Pier Wing & Return wall

Centering and shuttering including strutting proping etc and removal of form Pier Cap & Inspection Plateform

Centering and shuttering including strutting proping etc and removal of form Approach Slab

Centering and shuttering including strutting proping etc and removal of form Foundation & Footing base

Centering and shuttering including strutting proping etc and removal of form Columns, Pillars, Posts and struts & Miscellneous parts

Weep Holes

Drainage Spouts of 100 mm

Fe-500 Steel

Cement (PSC)

ROAD DIVERSION E/W in Excavation

RCC for Reft Foundation, Wall & Slab for Culvert

Earth Work in filling

Laying of GSB

Wet mix Macadam

Prepration of sub grade by excavating earth up to 22.5 cm depth

Consolidation of Subgrade

Prime Coat

Tack Coat

Dense Bitumunous Concere

Bitumen Concrete

RCC Drain (Diversion)

Steel

Cement (PSC

STAIR CASE E/W in Excavation

RCC in Stair

Providing and fixing hand rail welding etc to steel ladders railing, balcony railing and staircase railing including applying a priming coat of approved steel primer

Centering and shuttering including strutting propping etc. and removal of from work for stairs

Chequered Tiles

Fe-500 steel

Cement

STATION AND BUILDINGS Construction of staff Quarters in replacement account (a) Type II (67 sqm)

TRD PORTION (PART-A) Preparation of all drawing and design for overhead equipment including preparation of pre pegging, pegging and OHE layout plan

Concrete for foundation and plinth in all type of soil including hard/rocky soil, and bridges including excavation and supply of all materials viz sand, cement, and ballast etc.)

Supply of rolled fabricated and galvanized |traction mast and auxiliary transformer Imasts, Feeder mast, bridge mast etc.

Supply & erection of fabricated and galvanized steel works other than traction mast

Supply & erection of single cantilever assembly complete with insulator for conventional OHE

Supply and erection of guy rod assembly

Supply of regulating equipment 3 puley type comolete with all accessories including lcounter weight assembly and SS wire rope for conventional OHE

Supply and erection of materials for termination of double conductor (including supply of cut-in insulator) of overhead equipment.

Supply of copper conductor 5mm dropper wire

Supply & erection of overhead equipment excluding catenary, contact, jumper and |dropper wires (which will be supplied by Railways)

Structure bond (other than platform)

Earth electrode

MS flat for earth (50mmx6mm)

Supply and erection of different types of enamel boards for traction use Supply and erection of Caution board for 25KV AC traction in 3 language English, Hindi & Regional Language

Supply and erection of different types of enamel boards for traction use Supply and erection of Danger board for 25 KV

Supply and erection of different types of enamel boards for traction use Supply and erection of Danger board for height gauge

Supply and erection of different types of enamel boards for traction use Supply & erection of Retro reflective structure Number plate including all fixing accessories.

Transportation of Railway supply materials (Traction masts and other OHE equipment) Transportation of Railway supply materials from Railways depots at CKP/TATA/RNOC to Site of work with lead

Public caution board in three language,English , Hndi and regional language

Dismantling & removal of Cantilever assembly

Dismantling & removal of Small parts stee including portal/TTC boom

Dismantling & removal of Guy rod assembly

Dismantling & removal of Mast /TTC/Portal upright by breaking concrete Foundation

Cutting of mast/TTC/Portal upright

Supply, erection & commissioning of auxiliary transformer 10kVA including DO fuse assembly

Dismantling & removal of Auxiliary transformer with DO fuse

PART- B , GS WORK Supply, fixing and commissioning of indoor,Energy efficient Durable LED Batten with decorative end caps 18W -20W Tube Light fitting

Supply, fixing and commissioning of BEE Star Rated 1200mm (5-star rating) Ceiling Fans including Modular type Fan Regulator stepped type 100W

Supply, fixing and commissioning of BEE Star Rated 300mm (3-star & above rating) Exhaust Fans.

Supply of Outdoor type LED street light fitting IP-66, 40 Watt. 240V along with LED light & necessary accessories.

Supply of 6.mtr hot dip Galvanised swaged pole (Galvanisation thickness:65 micron) fabricated from HT steel with 70mm top dia, 130mm bottom dia, 3mm thick HT sheet, with base plate of size |300x300x6 mm thick, earth lug. along with 1000mm long single 5 arm bracket, including TS-600 grade J-type 20x600.mm long foundation bolts along with required quantity of templates for the pole & flush door 0.5m above the base plate consisting GI sheet, 1.Nos MCB(SP) of 6.Amps & stud type terminal block(3PH+N) suitable for loop-in-loop-out of armoured cable.

Concrete for foundation and plinth in all type of soil including hard/rocky soil, and bridges (including excavation and supply of all materials viz., sand, cement, and ballast etc.)

Supply. fixing, wiring & commissioning of PVC concealed |conduit/PVC conduit surface/casing capping wiring by PVC |KLS insulated copper cable 1100 V grade of 2.5 Sq.mm with |Continuous running earth by PVC FRLS insulated single Strand copper wire of 1x1.5 sq mm including supply and ing of hot deep GI sheet concealed modular switch board |Modular switch, socket etc for (a) 5/6 Amp., 5 pin plu9 SoCket point (b) Light, Bell & Fan point with6 Amp, Modular switch & socket with Metal back Plate, ceiling rose/holder etc. Light & Fan point

Supply. fixing, wiring & commissioning of PVC concealed |conduit/PVC conduit surface/casing capping wiring by PVC |KLS insulated copper cable 1100 V grade of 2.5 Sq.mm with |Continuous running earth by PVC FRLS insulated single Strand copper wire of 1x1.5 sq mm including supply and ing of hot deep GI sheet concealed modular switch board |Modular switch, socket etc for (a) 5/6 Amp., 5 pin plu9 SoCket point (b) Light, Bell & Fan point with6 Amp, Modular switch & socket with Metal back Plate, ceiling rose/holder etc. 5 pin 5/6A plug point

Supply of Double door MCB DB With provision of 1x32A/16A sOkA DP MCB as Incoming & 4xSP MCB OR 2xDP MCB 6A- 20A. 10kA as outgoing with Neutral Link, Earth bar & Din Rail etc

Supply, erection, testing & commissioning of CLS Panel board made of 14 SWG sheet steel enclosure having assembled with 02 Nos. cupper bus-bar, 01 No 63 amps two pole 4-way rotary switch, 03 Nos. 63 amps DP MCB as incoming and 01 No. 63A DP MCB & 04 Nos. 20 amps DP MCB as outgoing including provision of indicator lamp at incoming side 10 Nos. 2-way 60A terminal boards to be supplied along with board for terminating incoming/ outgoing cable

Supply of MS sheet cable Busbar Chamber of Sizes 9" x 10 10x3" (approx) with 4 Nos aluminium or Copper bus bar of 63 Amps capacity.

Supply & Erection of Earth cone of 2.8 M long, 54 4mm inside dia and 60.2 mm out side dia GI pipe. The pipe having 11 conically tapered at one end and having sufficient no of holes of 12mm dia. including connection by 2x8.No SWG GI wire and making of earth cone sump box

Supply of armoured XLPE insulated aluminium conductor LT cable of following size. 2 C X 70 Sq.mm XLPE

Supply of armoured XLPE insulated aluminium conductor LT cable of following size. 4Cx 16 Sq.mm XLPE

GI/CI pipe 3"/4" dia with socket as per site equirement for laying of cable/ vertical lifting

ExCavation of cable trench in normal/hard/ rocky sol and eoncrete etc and laying of cable in trench, fixing in the alr with bhe help of Gl sheet tray/clamping on the wal/Rail pole/Girder lete as per site condition and laying below the Railway track through GI pipe ot various sIze as per Raiway standard and leovering by A class bricks( in case ofalong the road) sand soil including cable end termination with socke Along the Road

ExCavation of cable trench in normal/hard/ rocky sol and eoncrete etc and laying of cable in trench, fixing in the alr with bhe help of Gl sheet tray/clamping on the wal/Rail pole/Girder lete as per site condition and laying below the Railway track through GI pipe ot various sIze as per Raiway standard and leovering by A class bricks( in case ofalong the road) sand soil including cable end termination with socke Across the Road/ Track

ExCavation of cable trench in normal/hard/ rocky sol and eoncrete etc and laying of cable in trench, fixing in the alr with bhe help of Gl sheet tray/clamping on the wal/Rail pole/Girder lete as per site condition and laying below the Railway track through GI pipe ot various sIze as per Raiway standard and leovering by A class bricks( in case ofalong the road) sand soil including cable end termination with socke In the Air/ Wall/ Structure/Pipe/ Drain

GI Flate of size 40mm x 3mm for Earthing of all structure and 15 vital equipment including required nut, bolts & sockets etc

Transportation of Railway supply materials/Any Dismantled material/Rail Pole/GI or MS Structure etc. including loading land unloading from Ralway depot at lCKP/ADA/RNC/KGP/SRC to site and vice versa.

Modification of 11 KV/33KV over head infringing line.

Supervision charges payble to SEB for modification of 11 kV/33kV over head infringing line.

Modification of LT over head infringing line.

Electrification of Staff Qtrs with energy saving fittings.Type II

Supply, Installation, testing and commissioning of Pillar Box double door outdoor type, weather proof. floor mounted of comprising 1x63Amp MCCB/TP as incoming and 1 x 16- 32Amp MCB TP and 6 x 16-32Amp MCB DP as outgoing in MS Box.

Electricification of Type II staff quarter Supply, fixing and commissioning of indoor,Energy efficient Durable LED Batten with decorative end caps 18W 20W Tube Light fitting.

Supply and Erection of LED lamp, 7--9 Watt, 230 Volt

Supply, fixing and commissioning of BEE Star Rated 1200mm (5-star rating) Ceiling Fans including Modular type Fan Regulator stepped type 100W

Supply, fixing and commissioning of BEE Star Rated 300mm (3-star & above rating) Exhaust Fans.

Supply & erection of call bell with all fixing materials

Supply. fixing, wiring & commissioning lof PVC concealed conduitUPVC conduit surface/casing capping wiring by PVC FRLS insulated copper cable 1100V grade of 2.5 Sq.mm with continuous running earth by PVC FRLS insulated single strand copper wire of 1x1.5 sq mm including supply and fixing of hot deep GI sheet concealed modular switch board, Modular switch, socket etc for (a) 5/6 Amp., 5 pin plug socket point (b) Light, Bell & Fan point with 6 Amp, Modular switch & socket with Metal back Plate, ceiling rose/holder etc. Light & fan point

Supply. fixing, wiring & commissioning lof PVC concealed conduitUPVC conduit surface/casing capping wiring by PVC FRLS insulated copper cable 1100V grade of 2.5 Sq.mm with continuous running earth by PVC FRLS insulated single strand copper wire of 1x1.5 sq mm including supply and fixing of hot deep GI sheet concealed modular switch board, Modular switch, socket etc for (a) 5/6 Amp., 5 pin plug socket point (b) Light, Bell & Fan point with 6 Amp, Modular switch & socket with Metal back Plate, ceiling rose/holder etc. 5 pin 5/6A plug point

Point Wiring by PVC Hard ConduitPVC |Casing Capping/Concealed by FRLS insulated 4 sq.mm single core Multi stranded 1100V grade copper wire through PVC conduit of 2mm thickness and continuous running earth by PVC FRLS insulated single strand copper wire of 1x 2.5 sq mm and other accessories required to complete the wiring for 6 pin 15Amp plug point etc. |including modular switch board modular ype switch, socket and all wiring |materials to make the wiring complete in all respects

Supply, erection, testing and Commissioning of Service main DB |consisting of one no. 5-30A electronics energy meter(LCD display), & RCCB 1 x 25A, 30 mA

Supply. fixing. wring & commissioning lof PVC concealed conduitPVC conduit surfacelcasing capping wiring by PVC ERLS insulated copper cable 1100 V arade through PVC conduit with continuoUs running earth 14 SWG tinned copper wire including supply and Ifxing of hot deep GI sheet concealed modular type junction box for drawing/extension of supply from Main DB/Bustbar chamber to service main board & service main board to CKT DB etc by 2 Nos 4.Sq.mm cable.

Supply of Double door MCB DB with provision of 1x32A/16A, 10kA DP |MCB as Incoming & 4xSP MCB OR 2xDP MCB 6A-20A, 10KA as outgoing with Neutral Link, Earth bar & Din Rail

S&T PART Relays of sorts

Provisior for Track circuiting Materials including Trak relay Battery, Charger etc.

MACLS 3/4 aspect with LED with Complete

Steel apparatus case complete

Sig.cable PVC U/G unscreened-6 core

Sig.cable PVC U/G unscreened- 12 core

Power cable 2 Core 10 Sq.mm copper conductor

06-Quad jelly filled cable

TSF, Jointing Kit for 6 Quad Cable

Earth electrod complete

VF2 Ttransformer

Wiring and terminating materials Cable PVC single core (16/0.2 mm.)

Wiring and terminating materials Cabie PVC Single Core 3/0.75 mm.dia.

Wiring and terminating materials Cable PVC Single Core 7/0.75 mm.dia

ARA Terminal Block PBT type

Provision for Foundation

Laying of Signaling Cable/Quad cable along with Power cable or signalling cable

Cable trenching (1.2 mtr depth)

Add 18 % GST (in Basic Rate must fill 0.18)

Add 1% Labour Cess (in Basic Rate must fill 0.01)