Construction of a pathway and Beautification work on Etawah-Kachaura Road to Pilua Mahavir road in Block Badpura of Etawah District

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

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of embankment with approved material obtained from borrow pits with all lifts and leads up to 10.00 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M-15

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400-2.

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, 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.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, 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 a fixed form or slip form paver, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:-The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. As per DSR 26.83

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

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. AS Per DSR 10.16.1

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC-M 20)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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. As per S.O.R. 1 Ch. Trafic Sign.

Provding & Laying of hot applied thermoplastic compound 5 mm thick including relectorising glass beads @ 500 gms per sqm ares. Thickness of 5mm is exclusive of surface applied glass beads as per IRC : 35-2015 The finished surface to be level, uniform and free from streaks and holes.

Supply of pavment maker (Cat Eye) type X-ASTMD-4956-04 Avery Demison/3-M(USA Make) consisting of ASA plastic housing fitted with tightly adhernet polshing compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light. I/C all tax.

Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing.

12m-15m Span over head Structure with 300 dia MS two vertical post Supply, fixing & eraction of built up Overhead Structure 12m-15 m span comprising of one vertical posts of 6.00 m height made up to 300 mm NB heavy class MS pipe as vertical membar welded with 10mm MS plate at top & 12mm MS plate at bottom. The horizotal Truss shall comprise of 50mm dia heavy class MS pipe and 40mm dia heavy MS pipe as bracing & 10mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel paint. The work includes contruction of RCC Foundation of size 0.90x0.90x1.50 m of required depth as per site condition for built up structure including Earth owrk in excavation 10mm thick lean concrete in 1:3:6 cement coarse sand and 40mm gauge stone ballast. RCC withand 1:2:4 (cement coarse sand and 20mm stone grit) including supply and fixing of 25mm dia foundation bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67-2010 complete in all respect The Rates shall include cost of design fabrication, supply. transportation, Local shifiting Erection of Signage structure using crane, inclusive of all taxes etc. All T&P machine,material and labour required for proper completion of work as per direction of Engineer-in-charge.

Providing & fixing of Reflective Signs with a corrosion resistant 4 mm thick aluminium composite penel face to be fully covered with high intensity primastic sheeting type IV as per IRC-67-2010 retro reflective sheeting with MS angle frame of 35x3

Supply & Fixing of Bollard made (Double Side) out of 2mm thick aluminium sheet welded poly shaped to make it monolithic pilter size 1200 high Bollard is having a frame 900x600mm and 600mm dia for fixation made out of 35x 35x5 mm angle iron and from side is fully cover. (Size fo foundation 0.45x0.40x0.60m)

Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity greade sheeting wide clause 801.3 friced over aluminium sheeting Type-IV 1.5mm thick supprorted on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quoting tender. (Ch. 26 SI. No. 17)

Tree Plate S/F Reflective tree Plate having Size 15cm x 15cm, Consisting Type -XI sheeting over 1.5mm thick aluminium sheet including labour, material T&P etc. for proper completion of the work.

Maintainance of Cement Concrete surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of First Year (@ 0.00 % of Total Work Amount 1 to 29)

Maintainance of Cement Concrete Surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Second Year (@ 0.25 % of Total Work Amount 1 to 29)

Maintainance of Cement Concrete surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Third Year (@ 0.50 % of Total Work Amount 1 to 29)

Maintainance of Cement Concrete surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Fourth Year (@ 0.75 % of Total Work Amount 1 to 29)

Maintainance of Cement Concrete surface road and / or WBMroad including filling of pot holes and patch repair etc., restoration of rain cuts and dressing of side slopes / beams, making up of beams /shoulders, maintenance of drains, maintenance of guard railand parapets, maintenance of road sign, speed breakers, standing tree adjacent to road wherever required, maintenance of 200m (hectometre stone) and kilometre stones, cutting of branches of trees, shrubs and trimming of grsss and eeeds etc., white washing of parapets including CD works, painting of guard stones and Re Fidding of displaced guard stones etc. as per direction of E/I for the period of Five Year from the actual compketion of work, (Excluding G.S.T.) (as per performance index Annexure-1)mentioned in GO No. 17/2024/se-113/23-1-2024-23-1099/113/2023 dated 16-01-2024 & Encn Letter No. 3689/C-OPRMC/MUL-2023-24 Dated 17-02-2024 Maintainance of Fifth Year (@ 1.00 % of Total Work Amount 1 to 29)

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