Widening and Reconstruction of roads under Civil Work Package 4C

Amount

1.03 Supply of colour photographs three prints of Size 6 Inch x 4 Inch mounted in album completed with soft copy in DVD

1.04 Supply of additional prints (24 inch x 48 inch) of coloured photographs as per Technical Specifications Clause 124.

1.05 Carrying out video shooting of roads i/c bridges showing landmarks such as Km. stones, buildings, and other sailent features along the road in 3 DVDs i/c cost of hiring of vehicle ,Video camera of good quality, other equipments, manpower etc and i/c editing/lattering on film before/after construction of road.

SITE CLEARANCE 2.01 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads and lifts and earth filling in the depression/pit as per Technical Specification relevant clauses of Section-200. (a) Girth from 300 mm to 600 mm

(b) Girth beyond 600 mm to 900 mm

(c ) Girth beyond 900 mm to 1800 mm

(d) Girth beyond 1800 mm

2.02 Removal of Stumps and roots of trees cut by other agencies, disposal of material obtained so with all lift and lead and filling earth in depression/pit as per Technical Specification relevant clauses of Section-200 (a) Girth from 300 mm to 600 mm

(b) Girth beyond 600 mm to 900 mm

(c ) Girth beyond 900 mm to 1800 mm

(d) Girth beyond 1800 mm

2.03 Scarification of existing Bituminous surface (any thickness) and disposal of scarified material with all lead and lift complete as per clause of 501.8.3.2 of Specification

2.04 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, disposal of dismantelled material with all lifts and lead as per Technical Specification relevant clauses of Section 200 including salvage value of dismantelled material. (a) Cement concrete pavement

( c)Stone Masonry

( e)Guard stone / kilometre stone / Hectometer stone including cutting of earth, foundation and back filling of pit with soil of CBR eqaul to or greater than 8

(g)Lime Concrete, Plain Cement Concrete of any Grade

(h)Prestressed / Reinforced Cement Concrete of any Grade including Reinforcement

(i) All type of hume pipes including earthwork and dismantling of Concrete/Masonry works and back filling of depression/pit with soil of CBR eqaul to or greater than 8 (a) Up to 600 mm dia

(b) Above 600 mm to 900 mm dia

( c)Above 900 mm

2.06 Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and lead back filling of pit with soil of CBR eqaul to or greater than 8

EARTH WORK 3.01 Excavation for roadwork including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, disposing the unsuitable soil/material and transporting suitable soil/material to the embankment/Sugrade location with all lifts and lead as per relevent clauses of section-300 of specification. (i) In all type of Soil

3.02 Construction of embankment with approved materials having CBR eqaul to or greater than 8 deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted with vibratory roller to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

3.03 Construction of embankment/Subgrade/Shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. (i) Earth with CBR eqaul to or greater than 8 in Embankment/Subgrade

(Ii)Earth with CBR eqaul to or greater than 12 in Shoulder

3.04 Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Suitable excavated material to be used in embankment and unsuitable material to be disposed off with all lift and lead as per relevent clauses of section-300.

SUB-BASE, BASE COURSE 4.01 Construction of granular sub-base by providing well graded crusher brocken stone having CBR greater than 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. (i) Grading-V material as per Table 400-1 of specification.

5.06 (A) Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

5.07 (A) Construction of dowel/without dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.

5.08 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2

5.09 Repair of pot holes / patch repair with Grading-IV Granular material meeting requirement of Table 400-1 & 400-2 of the specification including its maintenance as directed by the Engineer (For maintenance of road only).

5.10 Add extra in Item No.5.07 A / 5.07 B above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. (i) Tor Steel

(ii) Mild Steel

CROSS DRAINAGE 6.01 Excavation of foundation of structures as per drawing and technical specification, for all depth of soil/rock, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering and backfilling with approved material. as per relevant clauses of section 300 & 2100 in (i) All type of soil

(ii) Ordinary rock

(iv) Hard rock ( blasting prohibited ) including salvage value

6.02 Providing and laying in position Plain Cement Concrete M-15 in levelling course below open foundation / Pile cap / Approach slab, Annular space around footing in Rock, CC drain, Inspection ladder etc. complete with all lead and lift as per drawing and relevant clauses of sections 1100, 1500, 1700 and 2100 & 2700 including cost of all type of formwork, shuttering.

6.03 Provdiing and laying Plain Cement Concrete in open foundation / substructure of Piers / Abutments / Retaining walls / Return walls / Wing walls / Head walls, Pier/Abutment caps, Dirt walls, Box Cell structures of CDs / Bridges, Guard walls, Median wall, Inspection ladder, Pillars, CC Drain etc. excluding cost of reinforcement but including treatment of joints between existing and new structure with all lead and lift including all type of form work, shuttering, centering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 110, 1500, 1700 & 2100, 2200 and 2900 with (i) PCC Grade M20

6.04 Provdiing and laying Reinforced Cement Concrete in open foundation / substructure of Piers / Abutments / Retaining walls / Return walls / Wing walls / Head walls, Pier/Abutment caps, Dirt walls, Box Cell structures of CDs / Bridges, Guard walls, Median wall, Inspection ladder, Pillars, CC Drain etc. excluding cost of reinforcement but including treatment of joints between existing and new structure with all lead and lift including all type of form work, shuttering, centering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 110, 1500, 1700 & 2100, 2200 and 2900 with (i) RCC Grade M25

6.05 Providing, fitting and Placing Reinforced cement concrete in all type of super-structure, approach slab, wearing coat, railing, crash barrier, kerb, footpath etc. for CDs and Bridges excluduing cost of reinforcement but including trratment of joints between existing and new structures, including cost of all type of formwork, shuttering, stagging and centring etc complete as per drawing and Technical Specification with all lead and lift and as per relevant clauses of sections 1500, 1700 and 2300 and 2700 in (i) RCC Grade M 25

(ii) RCC Grade M 30

6.06 Supplying, fitting and placing un-coated steel reinforcement bar in foundation / substructure / superstructure, approach slab, wearing coat, kerb, railing, CC drain etc. complete as per drawing and technical specifications and as per relevant clauses of section 1600. HYSD BAR

6.07 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications

6.08 Providing and back filling behind abutment, wing wall, return wall, retaining wall, head wall and Hume Pipe trench, granular material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.

6.09 Providing and laying of Filter media with crusher broken stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall, return wall and retaining wall to the full height compacted to a firm condition complete as per drawing and technical specification.

(ii) Bituminous paper bearing as per approved drawing and confirming to IS:1398.

6.11 Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (A) 600 mm dia (for side roads)

(C) 1000 mm dia

(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

(iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

6.14 Providing and fixing RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence 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 and as per relevant clauses of sections 1500, 1600, 1700 and clause 2703 of specifications (as per specification and standard drawing SD/201 or SD/304 of MoRTH)

6.16 Providing and fixing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.

6.19 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron/toe wall laid dry in front of toe of embankment complete as per drawing and Technical specifications A Stone/Boulder weighing not less than 40 kg each

6.20 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

6.24 Removal of existing asphaltic / cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead (Thickness 30 - 75 mm)

6.44 Taking, exploratory boring 100mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications. (a) Upto 1.0 m below bed level

(b) Beyond 1.0 m depth upto 5.0 m

(c ) Beyond 5.0 m depth

TRAFFIC SINGHS, MARKING and ROAD APPURTENANCES 7.01 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. (i) 90 cm equilateral triangle

ii) 60 cm equilateral triangle

iii) 60 cm circular

iv) 80 mm x 60 mm rectangular

v) 60 cm x 45 cm rectangular

vi) 60 cm x 60 cm square

vii) 90 cm high octagon

7.02 Direction and Place Identification signs upto 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

7.03 Direction and Place Identification signs with size more than 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M20 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

7.04 Supply and fixing tubular gantry mounted Overhead/cantilever signs. All components of signs & supports, other than the reflective portion shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paints. The sign back side shall be with grey colour and post shall be in black & white alternate bands. The post below ground shall be painted with three coats of red lead paint. The sign shall be made as per IRC-67-2012 and Technical Specification Section 800. (i) Erection of overhead gantry/cantilever structure as per drawing including steel work in trusses, steel tubes cutting, fixing in position with welding and bolted complete in all respect and type as per structural design requirements and approved plans including cost of excavation, concerte and steel for foundations.

(ii) The sign board made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/simples/legend/arrows shall be made by transparent overlay film of desired colour as per sign details except those in black which shall be of non reflective type. The sign place shall be fixed with 6 mm dia alluminium rebate on MS angle iron frame. The angle iron frame shall be made with angle of size 75 mm x 75 mm x 6 mm with additional bracing at every 600 mm c/c, if any dimension in more than 1200 mm.

7.05 Reinforced cement concrete M15 Grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometre stone (precast)

(ii) Ordinary Kilometer stone (Precast)

(iii) Hectometer stone (Precast)

7.06 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (i) Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at the rate 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 all complete as per clause 803 of specifications.

(ii) Directional arrows, lettering, etc., as per standard drawings of MORT & H

7.07 Providing and fixing road delineators complete as per technical specification Section 800. (a) Triangular object marker 300 mm side with four red reflector, made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols shall be made by screen printing of desired colour as per sign details. The sign plate shall be fixed with 6 mm dia alluminium rebates on MS angle iron frame. The angle iron frame shall be made with the angle iron of size 40 mm x 40 mm x 5 mm. The sign shall be fixed with nut bolts and welding on 50 mm (NB) dia medium weight 500 mm high MS pipe. All components of signs and supports shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paint. The sign back side shall be with grey colour and post shall be white colour. The post below ground shall be painted with 3 coats of red lead paint.

(c) Providing and fixing of 1 m RCC guide post 200 mm dia of NP-2 type HP confirming to IS:458-2003 for guard stone, formation indicators, etc. duly filled with earth except 0.15 m from top, cement concrete of M-15 topping in 0.075 m and 0.075 m in pipe embedded in cement concrete block of M-15 size 450 mm x 450 mm x 500 mm complete in all respects including cost of painting with white and black paint.

7.08 Road Delineators : Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.

7.09 Boundary pillar : Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.

7.10 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

7.12 Metal Beam Crash Barrier : (a) Type - A, W - Metal Beam Crash Barrier (Providing and erecting a 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, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

(b) End Terminals/Anchors

7.13 Providing painting of structure number, span arrangement and flow directions etc.complete as per drawings and technical specifications Section 800.

MISCLLANEOUS 8.01 Cable Duct Across the Road in open / Rural area : Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia. single row, across the road (new construction) for utility service, extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (in open areas)

8.02 Cable Duct Across the Road in Urban area : Providing and laying reinforced cement concrete pipe 300mm dia NP-4 for service ducts below concrete pavement (in Urban area).

8.04 Shifting and relocating utility services such as water supply line, sewer line, OFC or telecom or electric underground cables as per Utility relocation plans and with the approval and technical specifications of concerned authority including salvage value of dismantled materials. (i) Water supply line of all types and sizes

(ii) Underground OFC, telecom/electric cables

8.05 Providing and laying half round reinforced cement concrete pipe Np2 type conforming to IS 458-2003 for drains in single row including joint filling with cement mortar 1:2 but excluding excavation, bedding, protection works, backfilling etc. complete. (i) NP2 Pipes 500 mm dia

8.06 Planting of Trees and their Maintenance during Defect Liability / Maintenance period : Providing and planting of trees (Avenue trees) by the road side in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, and maintaining the plants for one year.

8.07 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. (i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.

ELECTRICAL WORK 9.01 Supply and erection and testing of support for over lines of IS standerd including welding drilling of required hole including excavation of pole pit priming with red oxide and painting with two coat of aluminium paint concreting in cemrnt send and 40 mm graded hard metal (1:3:6)4.55 begs per cum.foundation base padding etc.complete in trully vertical position as per MPSEB specification. (A) H beam 152 X 152 mm, 37.1 Kg./m 1. 11 m Long

2. 13m Long

( B) RS JOIST 175 x 85 mm size 1. 11 m long

2. 9.3m long

( C ) PCC Pole 140/ 200/ 280 Kg 1. 8 Mtr. Long 140 kg.

2. 8 Mtr. Long 200 kg.

3. 9.1 Mtr. Long 280 kg.

9.02 Supply and erection of stay set on existing pole made of GI stay wire 19 mm dia 1.8 m long stay rod anchor plate of size 300 X 300 X 6.4 mm timable stay clamp turn buckle 7/4.00 mm dia GI stay wire etc. Concrete in cement (1:3:6) 1course cement 3 course sand 6 graded metal 40 mm nominal size including foundation including excavation and refilling etc. as required as per MPSEB specifications. (A) 16 mm stay set complete

(B) 20mm stay set complete

9.03 Supply and erection of insulator on existing pole with its hard ware for LT/11KV/33KV line etc. complete as per MPSEB Specifications (A) 11Kv strain insulator with hardware

(B) 33KV pin insulator with hardware

(C) 11 KV Pin insulator with GI pin

(D) 33KV strain Set

(E) LT shackle insulator 90X75 mm with hardware

(F) 11 KV Polymer Pin insulator

(G) 33 KV Polymer Pin insulator

(H) 11 KV Disc Insulator Polymer

(I) 33 KV Disc Insulator Polymer

9.04 Supply and erection of angle /channel/flat iron fitting for existing over head lines poles such as cross arms clamps brackers nuts bolts required holes welding and necessary material including priming with red oxide and painting with alluminium plant etc. complete as per MPSEB Specification. (A) 33 KV V cross arm 75 X 75X 6mm

(B) 33 KV top clamp

(C ) 11 KV V cross arm

(D) 11KV V top clamp

(E) LT-5 pin cross arm

(E) a. LT Side Bracket 5 pin 50X50X6

(F) LT-4 pin cross arm

(G) DC cross arm 4 fit center

(i) DC cross arm 5 fit center

(j) DC cross arm 8 fit center

(K) DO and LA mounting Channel

(L) Transformer mounting cross arm

(M) Transformer belting set

(L)a. Dist. X-mer mounting Structure for HVDS Scheme

(N) Transformer Claping Set

(O) MS Channel 100X50 mm size

(P) MS nuts and bolts

(Q) 33 KV Gurading angle

(R ) 11 KV guarding angle

(Si) Bracing set for 4 inch center DP structure

(SII) Bracing set for 5 Inch center DP structure

(T) Bracing set for 8 Inch center DP structure

(U) H Beam Back Clamp

(V) Stay Clamp for R.S. Joist/Stay Clamp A-Type/B-Type

(W) 11KV Bird Guard Stool

(X) 33KV Bird Guard Stool

(Y) Single Pole Cut Point Fitting

(Z) M.S. Angel 65X65X6 mm (Tie)

(AA)MS Angle/Channel assorted size as appeared in the estimate

9.05 Supply and drawing of standerd ACSR/AAAC conductor Conforming to IS-398-1961 of approved make including stringing making of complete with binding at existing insulator jointing jump ring tearing connectiing testing etc. complete on existing pole as per MPSEB specifications. (A) 100 sqmm Dog conductor

(B) 80 Sqmm. ACSR conductor raccon

(C ) 55 Sqmm. ACSR conductor rabbit

(D) 34 sqmm. Weasel Conductor

9.06 Supply and drawing of guard wire 13 sqmm, 4mm dia GI including stringing winding at existing insulator of brackets, jointing, jump ring, connecting etc. as required and clearing all obstacles if any as per MPSEB specifications. (A) For 33 KV line

(B) For 11 KV line

9.07 Providing and fixing of anticlimbing device of GL barbed wire 2 ply 12 SWG up to the hight of 3.5m Around the pole as per MPSEB specification

9.08 Supply and laying Spiral -earthing coil made of 13 sqmn (4mm dia ) GI wire having spiral dia 50 mm with 115 truns continuous laead up to 2.5m fixing on existing pole with nuts and bolts as per MPSEB specification .

9.09 Supply and fixing of denger caution board enameiled marked for 11 KV and 33 KV on existing pole.

9.10 Supply and erection of drop out fuse unit (Set of 3 nos) suitable for 11 KV as per MPSEB specification.

9.11 Supply installation and testing of ( set of 3 nos ) 11 KV AC lightening arrester complete with its hardware as per MPSEB specifications.

9.12 Supply and erection of alluminum bobbin of LT line on existing structure etc. complete as per MPSEB specification .

9.13 Supply and erection of air break switch with hndle and mechanicallocking arrangment 3 phase of multi capacity (1 set of 3 nos ) 3 insulator type complete as per MPSEB specifications. (B) 11KV AB switch

9.14 Providing and fixing and testing of earthing arrangment for transformer with 38.1 mm dia 2.5 m long GI pipe electode including excavation packing of char coal and salt as per MPSEB specification including watering pipe 19mm dia Gi connection refilling the pin etc. complete with earth wire as per site requirement.

9.15 Supply and erection of distribution box suitable for 200 KVA pole mounted distribution transformer complete with mounting channel bus car and MCCB as per MPSEB specification .

9.16 Supply and erection of distribution box suitable for pole mounted distribution transformar complete with mounting channel bus car and MCCB as per MPSEB specification. (A) 200 KVA

9.17 Supply erecting and testing of PVC insulated heavy duty power cable conforming to (IS 1554-1964) of alluminum standerd solid conductor of 1100 V grade armoured/ unarmoured. (d) 4 core 6Sqmm unarmoured cable

(e) 3.5 core 70 Sqmn

(f) 3.5 core 150 sqmn

9.18 Dismentaling and removing of pole by excavation and gas cutting pin/disk insulator guarding angle vcrose top clamp ACSR conductor any other fitting if any placing to MPSEB store and clearing the site including labour transportation etc. complete

9.19 Shifting installation and testing of distribution transformar of 11/0.4 KV on existing DP structure including connection and disconnection from HT line and LT panel as required as per MPSEB specification. (A) 63 KVA Transformar

(B) 100 KVA Transformar

(C) 200 KVA Transformar

9.20 Providing and fixing of LT AB Cable Fitting for laying cable on the pole as per MPSEB specification. (A) AB Cable Hanging Clamp & Tension Clamp

(B) Suspension Clamp with Attachment

(C ) Clamp for Neutral

(D) LT Dead End Clamp for L.T.A.B CABLE

(E) TENSION CLAMPS (Dead End)

(F) Piercing Connector Type-I

(G) Piercing Connector Type-II

(H) J-Hook for Laying LT AB Cable

(I) J-Hook clamp for Laying LT AB Cable

(J) LT Service connection Ring half round

(K) Spring loaded three Phase bus-bar in insulated box 1in 5 out

(L) Spring loaded single Phase bus-bar in insulated box 1in 6 out

(M) Spring loaded single Phase bus-bar in insulated box 1in 9 out

(N) Spring loaded three Phase bus-bar in insulated box 1in 3 out

(O) Al. Lugs for 150 Sq. Mm. Cable

(P)LT XLPE A.B. cable 3x150+1x95+1x35 sqmm. 1100 v

(Q)LT XLPE A.B. cable 3x95+1x16+1x50 sqmm. 1100 v

(R)LT XLPE A.B. cable 3x70+1x16+1x35 sqmm. 1100 v

(S)LT XLPE A.B. cable 3x50+1x16+1x35 sqmm. 1100 v

9.21 Supply and laying under ground 11/33KV cable for road crossing with all fitting fixing on existing pole with nuts and bolts as per MPSEB specification. (A)33 kv xlpe armoured cable 3x300 sq.mm

(C ) Bimetallic clamp for 33 kv ME Terminal

(D) Indoor heat shrinkable cable jointing kit with lugs for 33kv xlpe 3 core 300sq.mm

(E) 33kv Polymer lightening arrestor gapeless type

(F) Double Gate set of m.s.angle with mesh & locking

(G) Double suspension strain set Panther conductor

(H) 11kv Polymer lightening arrestor gapeless type

(I) M.S.Flate 50x6mm

(Jii) 11KV XLPE Armoured cable 3x185 sq.mm

(K) 11KV Arial Bunch cable 3x185+1x150 sq.mm.

(M) Bimetallic clamp

(N) 11KV cable jointing kit with lugs for xlpe 3x 300sq.mm

(O) G.I.Pipe 150mm B Grade

(P) G.I.Pipe 150mm A Grade along DP.

(Q) G.I.Pipe 15mm 3mtr. Length for earthing

(R ) Hume pipe 150 mm inner dia 30 mm thick

(S) Cable Marker

(T) Boring P/bored 600mm. Dia piles

9.23 Supply erecting and testing of PVC/ XLPE insulated heavy duty power cable conforming to (IS 1554-1964) of alluminum standerd solid conductor of 1100 V grade armoured/ unarmoured. (1) PVC 2 core armoured 4 sq.mm. Al. 1100 volts

(2) PVC 4 core armoured 10 sq.mm. Al. 1100 volts

(3) PVC 3.5 core armoured 35 sq.mm. Al. 1100 volts

(4) PVC 4 core armoured 6 sq.mm. Al. 1100 volts

(5) PVC 3.5 core armoured 16 sq.mm. Al. 1100 volts

(6) Xlpe 1 Core Cable 50sq.mm

(7) Erthing set 40mm /UG

(8) Carpat guarding

(9) M.S. Strain plate

(10) 11KV Isolator complete 600 Amp.

(12) PVC 3.5 core armoured 150Sq.mm Al. conductor 1100V

Kalthia Engineering and Construction Ltd