Integrated Development and Upgradation work of Road from Gol Mandir Via Bholeshwar Mandir to P.V.S Road Under C.M Grids Scheme

Part-A (civil work) UTILITY DUCT Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. Including filling, watering and ramming excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. (where machine can not move)

Sand filling in plinth and under floor including supply of necessary quality of sand from a distance not exceeding 8 kms from the site of work and including watering dressing etc labour and T&P etc required for proper completion of the work saplings of birth upto 30 cms measured at height of 1M above ground level and removal of rubbish upto a distance of 50 M outside the periphery of area cleared including cost of sand

Supply & laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge.

Concrete with 4 cm gauge approved stone ballast, coarse sand & cement, in the proportion of 8:4:1 inclucing supply of all materials, labour, tools & plants etc. required proper completion of the works.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures recommended proportions as per IS: 9103 to accelerate / retard setting concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum.

Supply & fixing 900x900x125 mm PFRC Drain cover including cartage, loading and unloading excluding 18% GST with all complete work. Extra heavy duty load bearing capacity 35 tonnes as per design IS 1726-1991 Attached market Rate

Centering and shuttering including strutting, and strutting and removal of form wall (any thickness) including attached plaster butteresses, plinth and string courses etc

M.S. (for steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and Including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire.

ROAD WORK Exacavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the treanches or into the space betweenthe building and the sides of foundation trenches or into the plinth and removal and disposal of surplus eartt as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. (where machine can not move)

Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.

Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note- Item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method) i) For Grading-I Material

Providing laying and spreading compacting graded stone aggregate to wet mix macadam mixing 3.5% emulsion SS and 1% cement (as per ENC letter no 368 camp ENC/01 circular/16 DT 04.09.16 specification inc. premixing the material with water at OMC in mechanical mix plant carriage mixed material by tipper to site laying in uniform layers with paver in sub -base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing laying and spreading compacting graded stone aggregate to wet mix macadam mixing 3.5% emulsion SS and 1% cement (as per ENC letter no 368 camp ENC/01 circular/16 DT 04.09.16 specification inc. premixing the material with water at OMC in mechanical mix plant carriage mixed material by tipper to site laying in uniform layers with paver 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 to 1.00 kg/sqm using mechanical means. (Prime Coat over WMM/WBM)

Providing and laying dense graded bituminous macadam with a 100-120 TPH batch-type HMP producing an average output of 75 tonnes per hour, using crushed aggregates from an approved quarry of specified grading, premixed with bituminous binder VG-30 @ 4.50% by weight of the total mix and filler. The hot mix is transported to the work site and laid with a hydrostatic paver, finished to the required grade, level, and alignment, followed by rolling with a smooth-wheeled vibratory and tandem roller to achieve the desired compaction (Ref to MoRTH & H specification 507) adjustment for bitumen shall be done as per the job mixture and e-in-c letter no. 2651 dated 27.07.12.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumous surface cleaned with mechanical boom (Tack Coat on Bituminous surfaces)

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen ofg rade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8%(percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.

SIGNAGE WORK Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/color using hot thermoplastic material fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater & profile shoe heater, driven by an experienced operator on road surface including cost of material, labor, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign matter etc. complete as per direction of Engineer-in-charge and in accordance with applicable specifications.

Providing and fixing of raised pavement markers (Cat Eye) Type x-ASTMD 4956-04 Avery Dennison/3M (USA Make), having a molded body of polycarbonate ASA, HIPS, or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 Type H and the requirements mentioned in MoRT&H circular. Its reflective lens is made of micro prismatic lens (capable of providing total internal reflection of light) and is electronically welded to the body. The length, height, and width of the body shall not exceed 130mm, 20mm, and 105mm respectively. Each reflective surface shall not be less than 13 sqcm, sloping at an angle of 35 ± 5 degrees to the base to ensure maximum reflectivity. It shall comply with Category A of MoRT&H circular no. RW/NH/33023/10/97-DO-III dated 11.06.97. Lenses shall be molded of methyl methacrylate, conforming to ASTMD 786 or equivalent with a 7-year warranty. The rate shall be inclusive of all taxes, royalty, VAT, T&P, machine material, and labor required for the proper completion of work.

Supply and fixing of bollard (double side) made of 4mm thick welded aluminum sheet, NAGE shaped to make it a monolithic pillar 1200 mm high. The bollard has a 900x600 mm frame and a 600 mm dia for fixation, made of 35x35x5mm angle iron and fully covered from the side. Fixing the complete structure in position as per direction of E/I, with a 7-year warranty. Rates include design, fabrication, supply, transportation, erection of the signboard, and also inclusive of all taxes, royalty, VAT, T&P, machine material, and labor required for the proper completion of work.

Retro Reflective Signs (Type-IV Sheet) for single side Providing and fixing retro-reflective signboards comprising of customised modular P U Epoxy Coated MS angle iron frame work, aluminium composite panel (ACP) as base board, micro prismatic retro-reflective sheet and electro cut colored overlay film/latex printing. The horizontal and vertical members Including inclined outer members of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr. The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5 mm thick skin of aluminum on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self laping SS screws 5 mm dia spaced not more than 300mm centre to centre ensuring that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type IV of ASTM. D 4956-09 shall be pressure fixed. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67 2012 & proof of the same in form of government report shall be uploaded with quoting tender. The rate include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. Signage on MS angle frame of (35x35x5mm)

Retro Reflectorized Traffic signs - Providing and fixing of retro reflectorized cautionary, mandatory and informatory sign as per IRC 67 made of high-intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level as per approved drawing, with 7 years warranty. Rates include design, fabrication, supply, transportation, and erection of the sign board and also inclusive of all taxes, royalty, VAT, etc. all T&P machine material and labour required for proper completion of work. Note - The composite warranty jointly signed by the original manufacturer & authorized converter of at least 7 years shall be furnished on non-judicial stamp of required denomination both for retro reflective sheet and also complete signage. 90 mm equilateral plate with definition plate, size-20 x 60cm equilateral triangle

60 cm circular with definition plate, size-20 x 60cm

80 mm x 60 mm rectangular with definition plate, size-20 x 50cm

60 mm x 60 mm rectangular with definition plate, size-20 x 50cm

STREET LIGHTING Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thick) having 3mm thickness with double arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T&P complete in all respect.

Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system, hot dip galvanized inside & outside, having pole sheet thickness 3mm. Top dia minimum 150 mm, Bottom dia 310 mm, base plate 25 mm thick, suitable for wind velocity as per IS 875 Part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes, 0.75 HP power tool motor, 3-point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufacturer drawing/site requirement along with foundation bolts, nuts, washers, anchor plates, etc., complete in all respect.

Supply and fixing of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete In all respects. CAT AAA

Supply and fixing of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 30 Watt to 40 Watt. Confirming to IP 66 protection complete In all respect. CAA

Supplying and laying of the following size DWC HDPE pipe, ISI marked, along with all accessories like socket, bend, couplers, etc., conforming to IS 14930, Part II, complete with fitting and cutting, jointing, etc. Direct in ground (75 cm below ground level), including excavation and refilling the trench but excluding sand cushioning and protective covering, etc., complete as required.

Supply and laying of aluminum conductor PVC insulated armored served sheathed cables, 1100 Volts grade, at a depth of 750 mm below ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on sides and on top. On the surface, the cable run shall be fixed on M.S. clamps, etc., of suitable size or as directed by the Engineer-in-Charge, complete in all respects. The armoring of the cable shall be properly connected with the earth conductor by clamps, etc. 10 sqmm 4core

25 sqmm 3.5core

Supply and fixing of the following capacity of automatic street light cubicle control panel, painted with anti-corrosive alkali and acid-proof paint, consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch, metering instrument & instrument box with CTs, etc. in case of TPN, complete in all respects.

Supply and burying of Safe Earthing Electrode T-19 (Hot Dip Galvanized), length up to 2000mm, outer pipe 50mm, inner pipe 25mm, terminal dia 12mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 microns, filled with crystalline conductive mixture (CCM) having anti-corrosive & conductive properties with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with a good mixture of retaining capacity, along with a 30cm square C.I. frame with a hinged cover & masonry housing (from electrode terminal to switch board, cost of 25 x 3 G.I. strip will be extra) Make: As approved in U.P. P.W.D. & C.P.R.I. Certified.

Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing, having 12mm dia holes spaced 75mm apart, drilled up to 2 metres from the bottom, complete with earthing lead of No. 6 to 8 SWG G.I. wire in G.I. Pipe up to apron (and from apron to switch board, the cost of G.I. wire and pipe will be extra) up to switch board. 30cm square C.I. box with hinged cover, masonry enclosure, funnel at the top, alternate layers of charcoal/coke and salt at least 150mm thick all around, etc., as per directions of Engineer-in-charge, complete in all respects as per drawing.

Supply and laying of 32 mm X 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect.

Supply and fixing of 8 SWG GI wire along with steel conduit pipe duly bound with earth clops as directed by the Engineer-in-charge with supply of all material labour and T&P required for proper completion of work.

REPAIRING OF DRAIN / NEW DRAIN Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).

Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.50 m and land up to 30 M. including filling, watering and ramming excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M. from the foundation trenches. (where machine can not move)

Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note- item to be applicable in urban areas having directions for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more.

Cement Concrete with 4 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 1:4:8, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures recommended proportions as per IS: 9103 to accelerate / retard setting concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum.

Centering and shuttering including strutting, and strutting and removal of form wall (any thickness) including attached plaster butteresses, plinth and string courses etc.

M.S. (for steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire.

Footpath Excavation in foundation in ordinary soil (Loam ,clay or sand )including lift upto 1.50 M. And lead upto 30 M. And including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or in to the plinth and removel and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches.

Disposal of moorum/building rubbish malba/ similar unserviceable, dismantled or waste material by mechanical transport Including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note- item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.

(a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper completion of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand.

Cement Concrete with 4 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 1:4:8, including supply of all materials, labour, tools & plants etc required for proper completion of the work As per direction of E/I.

Construction of Granular Sub-Base by providing with 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 in vibratory roller to achieve the desired density. complete as per close 401 (Grade 1) (Ref to Morth & H specification 401).

Providing aond laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, fill ing the joints with sand and cutting of paver blocks as per req,uired size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved color design and pattern. (rectangle/square)

Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leveI 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 be more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing wall putty on new surface with approval quality material of Berger/J.K./Birla or similar make 2 coats

Painting on divider 1 priming and 2 coats of enamel paint including supply of all materials, labour, tools & plant etc required for proper completion of the work.

Supplying and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with fibre rectangle strip (should not be less than 50 mm X 25 mm and 1.6mm thick, Length of Bench should not be less than 6 ft (end to end of cast iron support).

5% Deducted on civil work Items fromS.No-01 to 57 as per PFAD direction. (Rs 4580996)

Part-B (Electric work)33 kv ST POLE 13 MTR

TOP CHANNEL

DROPPER CHANNEL

F3X300 SQ. MM 33 KV CABLE

HDPE PIPE 6 MTR LONG 140 MM DIA

CABLE J/KIT 3X300 SQ . MM O/D

6 INCH DIA GI PIPE

HOT DIP GALVANISED CABLE SUPPORT CLAMPS

MS CLAMPS WITH BOLTS AND NUTS

33 KV PIN INSULATOR WITH PIN

DISC INSULATOR 70 KN

33 KV DISC FITTINGS

EARTHING COMPLETE

NUT & BOLT

T OFF CHANNEL

STONE PAD

RED OXIDE PAINT

ALUMINUM PAINT

STAY SET COMPLETE

CONCRETING OF STAY

DANGER BOARD WITH CLAMP

BARBED WIRE

NUMBER PLATE

CONCRETING OF POLE

ACSR DOG CONDUCTOR

ALUMINIUM LUG 100 MM

Electric work(11 kv Line) ST POLE 11 MTR

TOP CHANNEL

DROPPER CHANNEL

3X185 SQ. MM 11 KV CABLE

HDPE PIPE 6 MTR LONG 140 MM DIA

CABLE J/KIT 3X185 SQ . MM O/D

6 INCH DIA GI PIPE

HOT DIP GALVANISED CABLE SUPPORT CLAMPS

MS CLAMPS WITH BOLTS AND NUTS

11 KV PIN INSULATOR WITH PIN

11 KV DISC INSULATOR WITH FITTINGS

EARTHING COMPLETE

NUT & BOLT

T OFF CHANNEL

STONE PAD

RED OXIDE PAINT

ALUMINUM PAINT

STAY SET COMPLETE

CONCRETING OF STAY

DANGER BOARD WITH CLAMP

BARBED WIRE

NUMBER PLATE

CONCRETING OF POLE

ACSR DOG CONDUCTOR

ALUMINIUM LUG 100 MM

Electric work(LT Line) PCC POLE 8.5 MTR

LT XLPE CABLE 3.5X240 SQ. MM CABLE

2X10 SQ. MM AL CABLE

4X16SQ. MM AL CABLE

PVC PIPE HEAVY GAUGE 1.5" DIA FOR 4X16 SQ. MM CABLE

PVC PIPE HEAVY GAUGE 1" DIA FOR 2X10 SQ. MM

LT XLPE INSULATED CABLE OF SIZE 4x16 SQ. MM FOR STREET LIGHT

LAYING OF LT XLPE CABLE 4X15 SQ. MM FOR STREET LIGHT

LAYING OF 3.5X240 SQ. MM CABLE

LAYING OF SERVICE CABLE AND PVC PIPE HEAVY GUAGE

LT DIST. BOARD (TYPE 8-1)

IT DIST. BOARD (TYPE B-2)

LT DIST. BOARD (TYPE B-3)

LT DIST. BOARD (TYPE C)

ALUMINUM LT LUG 240 SQ. MM

ALUMINIUM LUG 120 SQ MM

HDPE PIPE 6 MTR LONG 140 MM DIA

6 INCH DIA GI PIPE

HOT DIP GALVANISED CABLE SUPPORT CLAM PS

DEAD END CLAMPS WITH I HOOK

MS CLAMPS WITH BOLTS AND NUTS

PIERCING CONNECTOR

EARTHING COMPLETE

NUT & BOLT

STONE PAD

STAY SET COMPLETE

CONCRETING OF STAY

CONCRETING OF POLE

INSULATION TAPE 300 ROLL 50

Electric work(LT Line) PCC POLE 8.5 MTR

LT XLPE CABLE 3.5X240 SQ. MM CABLE

2X10 SQ.. MM AL CABLE

4X16SQ. MM AL CABLE

PVC PIPE HEAVY GAUGE 1.5" DIA FOR 4X16 SQ. MM CABLE

PVC PIPE HEAVY GAUGE 1" DIA FOR 2X10 SQ. MM

LT XLPE INSULATED CABLE OF SIZE 4x16 SQ. MM FORSTREET LIGHT

LAYING OF LT XLPE CABLE 4X16 SQ. MM FOR STREETB LIGHT

LAYING OF 3.531240 SQ. MM CABLE

LAYING OF SERVICE CABLE AND PVC PIPE HEAVY GUAGE

LT DIST. BOARD (TYPE B-1)

LT DIST. BOARD (TYPE B-2)

LT DIST. BOARD (TYPE 6-3)

LT DIST. BOARD (TYPE C)

ALUMINUM LT LUG 240 SQ. MM

ALUMINIUM LUG 120.5Q MM

HOPE PIPE 6 MTR LONG 140 MM DIA

6 INCH DIA GI PIPE

HOT DIP GALVANISED CABLE SUPPORT CLAMPS

DEAD END CLAMPS WITH I HOOK

MS CLAMPS WITH BOLTS AND NUTS

PIERCING CONNECTOR

EARTHING COMPLETE

NUT & BOLT

STONE PAD

STAY SET COMPLETE

CONCRETING OF STAY

CONCRETING OF POLE

INSULATION TAPE

Electric work(DT AND HT CONNECTION) ST POLE 11 MTR

WATER LEVEL EARTHING FOR DT/CTPT UNIT

TOP CHANNEL

DROPPER CHANNEL (FOR T/F AND CT/PT UNIT BASE ALSO)

11 KV TPMO

MS CLAMPS WITH BOLTS AND NUTS

11 KV PIN INSULATOR WITH PIN

11 KV DISC INSULATOR WITH FITTINGS

EARTHING COMPLETE

NUT & BOLT

T OFF CHANNEL

STONE PAD

RED OXIDE PAINT

ALUMINUM PAINT

STAY SET COMPLETE

CONCRETING OF STAY

DANGER BOARD WITH CLAMP

BARBED WIRE

NUMBER PLATE

CONCRETING OF POLE

ACSR WEASEL CONDUCTOR

ALUMINIUM LUG 35 SQ. MM

3 PH DROW OUT FUSE SET

LT XLPE CABLE 1X630 SQ. MM

LT XLPE CABLE 1X400 SQ. MM

3.5X240 SQ. MM ALUMINUM CABLE 0.4 KV

ALUMINIUM CABLE 3.5 X70 SQ. MM

TAIL LESS UNIT FOR 250 KVA T/F

TELL LESS UNIT FOR 400 KVA T/F

PLINTH AND FANCING OF 400 KVA T/F

RAIL FOR PLINTH OF 400 KVA TF

ALUMINIUM LUG 630 SQ MM

ALUMINIUM LUG 400 SQ. MM

ALUMINIUM LUG 240 SQ. MM

ALUMINIUM LUG 70 SQ. MM

INSULATION TAPE

LT METERING CUBICAL AND LT TVM METER

18% G.S.T Deducted on Electric Items from S.No-59 to 204 (Rs.9569054)

LABOUR CHARGES FOR ERECTION CARTAGE AND DISMANTLING OF MATERIAL @ 30 % ON Electric Items from S.No-59 to 204 (Rs.18819138.66)

Part-C(Water line) Excavation of soil to a minimum depth of 1.5m and a maximum of 2.5m, adhering to applicable engineering standards and local regulations. This process involves the dismantling of the existing road surface (concrete/asphalt) to provide access to the underground utilities. The scope includes the systematic removal of the old 600mm diameter water pipeline and associated water service house connections, ensuring minimal disruption to adjacent structures and utilities. The scope includes the systematic removal of the old 350mm-450mm diameter water pipeline, including all associated joints and fittings, and any sluice valves present within the section of the pipeline being worked on. Proper dewatering procedures must be implemented, including bailing out any accumulated water and securing the water flow in the pipeline via temporary shut-off valves, allowing for safe and effective further works. All dismantled materials must be categorized and disposed of in accordance with environmental regulations, ensuring that unserviceable materials are transported to an approved disposal site. Safety measures include the use of appropriate trench protection systems (e.g., trench boxes, shoring), maintaining safe ingress and egress, and implementing effective traffic control measures (signage, barriers) to protect workers and the public. Personnel must be equipped with appropriate personal protective equipment (PPE), including hard hats, high-visibility vests, gloves, and steel-toed boots, and undergo safety training specific to excavation and utility work to minimize risks associated with excavation activities.

Supply and Laying of 150mm-450mm Diameter DI-K-7 Pipe: This item includes the supply of 600mm diameter ductile iron K-7 pipes along with all necessary specials, such as bends, tees, reducers, and couplings, required for the effective laying of the pipeline. The installation shall be executed at a depth ranging from 1.5m to 2.5m, following the approved alignment and ensuring compliance with local engineering standards and specifications. The laying process shall encompass proper preparation of the trench, including the establishment of a stable foundation, alignment checks, and bedding material placement to ensure pipe stability and support. Careful handling and placement of the DI pipes will be performed to avoid damage during installation. Each joint must be meticulously made to ensure a watertight seal, integrating with the existing water supply system seamlessly. This includes necessary cutting, fitting, and welding or bolting as required for joint integrity. All associated works, including excavation backfill, compaction of backfill material, and restoration of road surfaces after installation, shall be performed to meet safety and engineering standards.

Supply and Laying of 125mm 6kg Pressure HDPE Pipe and House Service Connections: This item encompasses the supply of 6kg pressure High-Density Polyethylene (HDPE) pipes, including all necessary fittings, joints, and specials required for the installation. The pipeline will be laid at a depth of 1.5m to 2.5m, in accordance with the approved alignment and adhering to local engineering standards and specifications. The installation process will involve proper trench preparation, ensuring a stable and compliant bedding for the HDPE pipes. Each joint must be securely fused or connected using approved methods to maintain the integrity and pressure rating of the system. The scope also includes providing house service connections from the main pipeline to each property, ensuring seamless integration with the existing water supply system. This will involve cutting the HDPE pipe as necessary, installing service saddles or tees, and connecting to the house service lines, ensuring all connections are watertight and compliant with relevant standards. After the installation, pressure testing will be conducted to verify the integrity of the pipeline and connections, ensuring there are no leaks and that the system functions effectively under pressure. Any required flushing and disinfecting of the pipeline must also be carried out to ensure water quality and compliance with health standards. Associated works include backfilling, compaction of backfill material, and restoration of surfaces or ground conditions.

5% Deducted on Water line Items fromS.No-207 to 209 as per G.O. (Rs 1541670)

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