Construction of New Road & Resurfacing of Existing Road of Bhat, Koteshwar, Sughad, Amiyapur, Khoraj, Zundal Villages and TP Areas of above mentioned Villages of GMC.

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed up to 50 meters lead.

Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation) (E) From Borrow area within 3.0 Km. lead

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc. complete. (a) Lead upto 3 km

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc. complete. (b) Lead upto 4 km

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind Including spreading & levelling etc. complete. (c) Lead upto 5 km

Watering of earth work as directed.

Rolling and consolidation of soling including filling in depression which occur during the process, with power roller 8 tonne to 12 tonne

Demolition and disposal of unserviceable materials with all lead and lift.(i) Unreinforced concrete.

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work

Scarifying/Milling - Road Surface Milling the existing bituminious pavement up to a depth of 100 mm by milling machine in a single cutting depth to make a uniform surface without disturbing the base, cleaning the milled surface as to avoid slippery including aa other incidential charges and other unforeseen charges etc. disposing of all materials for at non objectionable place etc. complete as directed by engineer-in-charge.

Construction of granular Sub base(Grade-III) by using crusher run, providing coarse 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 tender Specification.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam in two layers as per MORTH specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. etc complete and as directed by Engineer in Charge.For 40mm to 63mm

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam as per MoRTH specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. etc complete and as directed by Engineer in Charge.For 25mm to 40mm

Providing and laying spreading and compacting graded stone aggregate to wet mix macadam 150 mm-300mm thick as per MORT&H specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tippers 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 desire density as per tender Specification.

Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to ASTM GRADE on prepared surface of wet mix macadam including clearing of Wet mix macadam surface with air compressor to remove all loose material other foreign material. The primer shall be sprayed uniformly at the rate of 7.5 Kg/10 Sqm. It shall be applied by a self-propelled or towed bitumen pressure sprayer, equipped for spraying the material uniformly at a specified rate. No dilution or heating at site of SS1 bitumen emulsion shall be permitted.

Providing & applying Tack coat with VG-30 Grade bitumen using bitumen pressure distributor at the rate of 0.20-0.30 kg/sqm on the existing bituminous surface cleaned with Air Compressor etc complete. For D.B.M. or B.C.

DBM - Providing and laying Dense Graded Bituminous Macadam in layers (50mm to 75 mm ) using BT stone chips as per MoRTH gradation and specification with Bitumen Grade (VG 30) for mixing @ 45.00 Kg /MT of total Wt. of mix i.e (4.50 Percent of total weight mix)including tack coat @ 2.5 kg/10 smt with Bitumen Emulsion (Rapid setting) and mixing aggregate & asphalt by batch mix plant and spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller & providing all materials equipment's tools & plants, fire wood, oil , kerossene,labour charges , using contractor 's own machinery etc Complete as directed by engineer in charge as per MoRTH Specification.

BC - Providing and laying of compacted Bituminous concrete(40mm to 50mm) using BT aggregate as per MORTH gradation ,specification and asphalt Grade VG 30 mixing @54.00 Kg /MT of total Wt. of mix i.e. (5.40 Percent of total weight mix) including heating and mixing aggregate & asphalt by batch mix plant spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller,Tandem Roller ,PTR & providing all materials equipment's tools & plants, fire wood, oil , kerossene,labour charges , using contractor 's own machinery etc Complete as directed by engineer in charge as per MoRTH Specification.

Providing and laying Asphalt painting on B.T. surface immediately after laying work complete with all respect, using bitumen grade 60/70 (VG-30) @ rate of 5 kg/10 smt by Mechanical sprayer and spreading the stone dust on prepared surface at the rate of 0.03 cum/10 smt. and rolling with smooth wheeled and penumatic roller and brushing etc. comp.

Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The body of the marker should having finger grip for easy and accurate placement and application with epoxy / bituminous Adhesive as recommended by the manufacturer of the marker. The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35- 2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with hospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with estquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge.(A) Engineer Grade(VR)

Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best quality epoxy coatings in black and whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Engineer Grade(VR).

Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade (VR).

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Pavers- 60mm thk any color including Dark grey and red color- Providing and laying shot blasted non interlocking, paver blocks 60mm thick M-35 grade of specified thickness, size, grade of concrete and colour machine made and blasting by automatic shot blasting machine and high density of as per approved sample of approved make for footpath, parking areas, service lanes, cross over and other areas as mentioned in the drawing. Including providing and laying 50 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. Small size of paver block with same specifications shall be used at residu or at end. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying to be done by skilled flooring mason. The Finished surface of the paver block shall have coarse sand texture finish. Paver blocks shall be compacted and shall be relaid if necessary. Actual laid area shall be measured and paid without any wastage.A) 60mm thick M-35 grade Paver block

Kerb- Median 600x450x150mm Pre cast concrete kerb Providing and fixing 2.5Mpa Grade of concrete precast exposed pimple texture finish kerb stones of steel mould Vaccum wet pressed machine approved make as per approved sample of any size and any type. Kerbs shall be fixed on the 100mm thk M15 PCC foundation prepared as per approved design. The rate shall also include for erecting and fixing the pieces in position, cutting if required, for complete kerb system with Half Batter /Bullnose/ square Profile type of kerbs including necessary accessories of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint without any jointing material. However cement mortar shall be provided at the backside of kerb stone joint. (Sample must be approved) Cost of excavation, base PCC, side filling shall be paid in relevent item as directed engineer - incharge. (b) HB/BN/SQ 00x450x150mm. Make VYARA or Equivalent

Raising of Existing manhole. Item includes, cutting of existing road surround by Manhole by diamond cutter machine, dismantling of road in confined area by breaker machine and carting of dismantled material. Item also included necessary brick work to raise the manhole at road level in CM 1:3. Item also included fixing of Manhole frame at exact road level by using Master Emaco S 488 trowelable fibre reinforced thixotropic repair mortar material, laying of concrete made from Master Emaco S 346 flowable micro concrete material in desired thickness and laying of hot mix bituminous material in upper layer and compaction of hot mix bituminous material by Plate compactor machine. Rate also included necessary plaster at inside of manhole in CM 1:3 in 20 mm thickness on raised brickwork.

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.(upto 1.5 m) a) In all sorts of soil and soft murrum

Corrugated DWC HDPE pipes (non- pressure pipes). Providing and supplying of Class SN8 Structured Wall polyethelene Piping systems (Pipe with online/offline couplend elastomeric sealing ring) with non-smooth External Annular Corrugated and Smooth Internal Surfaces (Double Wall) for non- pressure underground Sewege & Dinage application as per EN:13476-3 including all local and centl taxes, tnsportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores etc. complete (a) 300mm Dia.

L,L& J of Corruguated DWC HDPE Pipes (Gvity Line). Lowering, laying and jointing of class SN 8 structured wall ( External Annular Corrugated & Smooth Internal surface) Polyethylene Piping and fittings with the help of coupler ( on line / off line ) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench at all level, laying on the lower bedding (constructed at bottom of trenches) at prescribed gdient,depth & alignment ,testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per dwing,specifications & detailed engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer- in-charge. (a) 300 mm Dia.

Refilling of pipeline trenches (1 )Refilling the pipeline trenches incl. mming, watering, consolidating desposal of surplus stuff as directed within radius of 3 km.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth