SOPD_G_24_25_33 Widening and strengthening of road from NH-31 near Banekuchi High School to BDT Road at Kathalbari Doulkhola connecting to Pepsi Industry in Bonbhag Solmari (From ch.0.00 m to ch.3350.00 m and Old NH-31 ch.0.00 m to ch.600.00 m) under

Amount

Clearing and grubbing of road land including up rooting rank vegetation grass,bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means- (a) In area of non thorny jungle

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (b) Above 600 mm to 900 mm dia Hume pipe

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I. By Manual Means (b) Cement Concrete

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.

Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land

Construction of sub-grade and earthen shoulders construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. (A) By mix in place Method (ii) For Grading Material (Gr-II)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the deptt.) for Grading II (19 mm nominal size)

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) for Grading II (13 mm nominal size)

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular

Providing Hump type speed breaker: DBM

Providing Hump type speed breaker: BC

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1.

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 and conforming to the MoSrt&H specifications.

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) (B) For RCC Railing

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (ii) Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (iii) 200 m stone (precast)

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.

Construction of Single Opening 1000 mm dia NP3 HPC Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth

PCC M15 in Foundation Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202 & 1203. A. With crushed stone II PCC grade M10 Nominal mix (1:3:6)

Bedding for Pipe Laying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i)

Providing concrete for plain / reinforced concrete in sub structure complete as per drawings and technical specification clause 802,803,1202 & 1203. A. With crushed stone II PCC grade M20

Plastering Plastering with cement mortar (1:4) 15mm thick on brick work in substructure as per technical specification Rate.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia

Construction of 2m x 2m box Culvert Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. V Marshy soil

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I. Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel III. P.C.C Grade M20 Nominal mix (1:2:4)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel IV. R.C.C Grade M20

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Β. With Natural Gravel IV. RCC Grade M 25 i) For height upto 5 m

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular material

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. A. With crushed stone

Drainage spouts complete as per drawing and technical specifications Clause 1209.

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii. Cement concrete grade M 10

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall

Construction of 4m x 4m Box Culvert Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. V Marshy soil

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9. I. Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel III. P.C.C Grade M20 Nominal mix (1:2:4)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. B. With natural Gravel IV. R.C.C Grade M20

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. Β. With Natural Gravel IV. RCC Grade M 25 i) For height upto 5 m

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1. Granular material

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A. With crushed stone

Drainage spouts complete as per drawing and technical specifications Clause 1209.

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii. Cement concrete grade M 10

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall.

Construction of RCC Drain: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting oul, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3:6

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.

Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204. PCC Grade M 20 Nominial mix (1:2:4)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.

Relaying/Shifting of Water Supply Pipelines Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department. 160 mm dia

Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department. 140 mm dia

Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department. 125 mm dia

Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department. 110 mm dia

Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department. 90 mm dia

Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department. 75 mm dia

Supplying, laying, fitting & fixing HDPE pipes (6 kg/cm2 pressure) conforming to IS 13592 (1992) including specials and jointing material such as cement lubricant, cutting of pipe materials, providing joints to pipes and specials with jointing material after roughening the surface and necessary earthwork and in trenching and refilling of earth and restore to its original condition including dressing, minor road restoration, dewatering including bailing out water where neessary all complete and also necessary testings and commissioning as per direction of the department. 63 mm dia

Supplying, laying, fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ahmedabad 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department. 125 mm

Supplying, laying, fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ahmedabad 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department. 100 mm

Supplying, laying, fitting & fixing GI (Medium Class) Pipe conforming to IS-1239 (pt-I) 2004 (Ahmedabad 2010) including GI specials and jointing material, cutting of pipe materials and necessary earthwork in trenching and refilling of earth and restore to its original condition including dressing, dewatering incuding bailing out water where necessary all complete and also necessary testings and commissioning as per direction of the department. 80 mm

Construction of Brick masonry Sluice Valve Chamber 900 mm(L) x 900 m (B) x 1250 mm (H) inside, In 230mm brick work in cement mortar 1:5 (1 cement : 2 coarse sand) and precast R.C.C cover slab In prop. 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) reinforced with 10mm M.S. bar 150mm centre both ways tying with 20 gauge black annealed wire Inducting necessary earthwork (excavation and return filling), 75mm PCC In prop. 1:4:8 (1 cement: 4 coarse sand : 8 coarse agg.) over brick flat soling and 15 mm thick Inside plastering and outside plastering (upto 150mm from top) with cement mortar 1:5 (1 cement: 5 coarse sand), complete as per standard desier Induding Supplying carrying placing in position, Fitting and fixing 100mm/ 125mm/ 150mm diameter CID/F sluice valve all complete as directed Approved good for construction draning will be issued by the deptt For 150mm the Sluice valve against 160mm dia Distribulion pipe For 125mm du sluke valve against 140mm dia Distribution pipe ane1 no. 125mm dia OD/f sluice valve with cap/ wheel as per IS 14846- 2000 PΝ 1.0 with ISI marking, 2 nos. 125mm dia GI nipple (725mm long), 4 Nos. 125mm dla GI Threaded flange, 2 Nos. 140mm da UPVC Flange, 30 Nos. Bolts & nuts and 6 nos. 3mm thick rubber insertion sheet for 125mm dla pipe.

A) For 100mm dla Sluice valve against 110mm dia Distilbution pipe kne 1 no. 100mm dla CID/F sluice valve with cap/ wheel as per IS 14846-2000 PΝ 1.0 with 151 marking, 2 nos. 100mm dis GI nlipple (225mm long), A Nos. 100mm dia GI Threaded Flange, 2 Nos. 110mm dia UPVC Flange, 28 Nos. Bolts & nuts and 6 nos. 3mm thick rubber Insertion sheet for 100mm dia pipe.

Constructing of Brick masonry Sluice Valve Chamber 750mm(L) 750mm(8) x 1250mm(H). Inside, In 230mm brick work in cement mortar 1:5 (1 cement: 5 coarse sand) and precast R.C.C cover slab in prop. 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) reinforced with 10mm M.S. bar 150mm centre both ways tying with 20 gauge black annealed wire Including necessary earthwork (excavation and return filling), 75mm PCC in prop. 1:4:8 (1 cement: 4 coarse sand : 8 coarse agg.) over brick Nat soling and 15 mm thick Inside plastering and outside plastering (upto 150mm from top) with cement mortar rtar 1:5 (1 cement: 5 coarse sand), complete as per standard design, including Supplying, carrying, placing In position, fitting and foơng 80mm diameter CID/F alulce valve all complete as directed. Approved good for construction drawing will be issued by the depth For 20mm dia Slulce valve against.90mm/75mm dia Distribution pipe Iine-1 no. 80mm dia. OD/F slulce valve with cap/ wheel as per IS: 14846-2000 PN 1.0 with ISI marking, 2 nos. 20mm dla Gl Nipple D25mm long), 4 Nos. 20mm dla GI Threaded Flange, 2 Nos. 90mm da UPVC Flange, 26 Nos. Bolts & nuts and 6 nos. 3mm thick rubber lnsertion sheet for 100mm dia pipe.

Construction of Functional Household Tap Connection Including. earthwork In excavation for pipe line (both for connection In detribution line and service connection) and refilling, dressing etc.. providing PVC Saddle Plece of average size 110 mm x 15mm (l.e. ranging from 63mm to 140mm) and make Supreme or equivalent, making holes in the distribution pipe, providing 15 mm dla bronze ferrule cock (PN-16) conforming to 15:2692 (1989) as ammended and make Zoloto or equivalent, connecting it to the saddle plece, providing and fixing 3 layer (Outer green / GREY coloured UV Stubllise, middle black coloured UV Stabilised and Inermost layer whilte coloured with antimicroblal property) Fusion welded PP-R (Poly propylene-random copolymer) Pipes, SDR 7,4 having thermal stability for hot and cold water supply conforming 15 15801-2008 of length 10m from saddle plece to the tap point (pipes of make SFMC/FUSION/Wetflow, Kisan brand or other brand of equivalent quality and PN-16 Pipe, 20 mm OD,5DR-7.4) Including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages, including all taves and duties as applicable and Including the cost of all required labour and materials as directed and specified. The item also Inludes construction and Installation of R.C.Cc Hydrant Pillar of size 100mm x 100mm, helght 1200 mm with 6 mm dia bar embeded to RCC Post In proportion 1:1.5:3 with 4 nos 10 mm dla main and 6 mm dia stirrup @ 150 C/c and fixing 15 mm dla PPR pipe to the hydrant, with 5 mm rings embedded in concrete for anchoring Inclusive of cost of transportation to site and also supplying fitting and fixing PVC Dib cock all complete as directed and specified. Approved good for construction drawing will be Issued by the deptt.

GI Road Crossing (I) 100 mm dia

GI Road Crossing (I) 150 mm dia

Electrical Utility Shifting Shifting of line for widening & strengthening of road froin NH-31 near Banekuchi High School to Bonbhag Solmari Pepsico Industry 11/0,4KV 250KVA DTR Copper wound - BIS Level-2

11/0.4KV 100KVA DTR Copper Wound-BIS Level-3

11/0.4KV 63KVA DTR Aluminium WoundBIS Level-3

PSC Pole 9.75m

PSC Pole 8.5m

ACSR RACCON" Conductor

ASCR "WEASEL" Conductor

GI Channel Cross Arm (100x50x6x2200mm)

Pole Clamp of Gl Flat 50x6mm Gl Channel (75x40x6)mm 11kv Pin Insulator (Polymer) 5KN (FRP 24mm) GI 11KVT Cross Arm with angle size 50x50x6mm 11kV Disc Insulator (Polymer) 70kN (T&C Type) H/W fitting for Disc Insulator T&C 70kN tension type CI Earth Pipe 1.8m Inner dia 100mm, outer dia 110mm with perforated holes of 15mm dia at 30 cm interval along length of the pipe Gl Strip 25x3mm for DTR earthing

Gl Channel (75x40x6)mm

11kv Pin Insulator (Polymer) 5KN (FRP 24mm)

GI 11KVT Cross Arm with angle size 50x50x6mm

11kV Disc Insulator (Polymer) 70kN (T&C Type)

H/W fitting for Disc Insulator T&C 70kN tension type

CI Earth Pipe 1.8m Inner dia 100mm, outer dia 110mm with perforated holes of 15mm dia at 30cm interval along length of the pipe

Gl Strip 25x3mm for DTR earthing

Gl strip 50x6mm for DTR Neutal earthing

Hot Dip Gl Wire 6 SWG

GI Nuts & Bolts with Washer(Assorted)

PG Clamp for ACSR Raccon

Tension clamp for ACSR Raccon

GI Barbed wire Type A

IIT Stay Set

Hot Dip GI Wire Stay Wire 7/10 SWG (For HT)

Guy Insulator (Porcelain)

11KV GOAB Switch 150Amp

11KV DO Fuse Set 150A Assembly

11KV Danger Plate

Hot Dip GI Wire Stay Wire 7/14 SWG (For LT)

LT Stay Set

LT Guy Insulator (Porcelain)

LT Danger Plate

Grouting & mufflering of prestressed concrete pole of length 8.5 m as per specification and drawing with minimum planting depth of 1.5 m (using PCC)

Grouting & mufflering of prestressed concrete pole of length 9.75 m as per specification and drawing with minimum planting depth of 1.8 m (using PCC)

Transformer pad for Distribution Transformer complete as per specification

DTR Fencing as per REC standard specification complete with material & labour

Grouting of Stay Set with PCC and Boulder

Dismentling of existing line for Shifting of line for widening & strengthening of road from NH-31 near Banekuchi High School to Bonbhag Solmari Pepsico Industry 11/0,4KV 250KVA DTR Copper wound - BIS Level-2

11/0.4KV 100KVA DTR Copper Wound-BIS Level-3

11/0.4KV 63KVA DTR Aluminium WoundBIS Level-3

PSC Pole 9.75m

PSC Pole 7.5m

PSC Pole 8.5m

ACSR RACCON" Conductor

ASCR "WEASEL" Conductor

GI Channel Cross Arm (100x50x6x2200mm)

Pole Clamp of Gl Flat 50x6mm Gl Channel (75x40x6)mm 11kv Pin Insulator (Polymer) 5KN (FRP 24mm) GI 11KVT Cross Arm with angle size 50x50x6mm 11kV Disc Insulator (Polymer) 70kN (T&C Type) H/W fitting for Disc Insulator T&C 70kN tension type CI Earth Pipe 1.8m Inner dia 100mm, outer dia 110mm with perforated holes of 15mm dia at 30 cm interval along length of the pipe Gl Strip 25x3mm for DTR earthing

11 KV Polymeric Pin Insulator

11 KV Polymeric Disc Insulator 70kN

GI 11KVT Cross Arm wirh angle size 50x50x6mm

HW fitting for disc insulator 70kN

CI Earth Pipe 1.8 mtr dia 100mm

GI Nut & Bolts with Washer (asrted)

Shackle Insulator Porcelain

LT GI Shackle Strap with Bolts

GI LT Angle Cross Arm (40x40x6x500)mm

LT Pin Insulator (Porcelain)

LT GI Pin

Hot Dip GI Wire Stay Wire 7/14 SWG (For LT)

LT Stay Set

LT Guy Insulator (Porcelain)

GI Stay wire 7/10 SWG

HT stay set

HT Guy insulator Porcelin

11 KV GOAB Switch, 400 Amps

11 KV D.O. Fuse, 150 Amp

12 KV 9KA LA (Poly) Station type

Bi-Mettalic Lug (Assorted)

HT Danger plate

ACHINTA NARZARY (BID ID -258378)

Mrinal Jyoti das (BID ID -258920)

Dhaneswar Kalita (BID ID -258883)

M/S Royal Smart Construction (BID ID -258945)

Sri Dhiraj Borgoyary (BID ID -258526)

ANUPAM NIRMAN PVT. LTD. (BID ID -258223)