Construction of Drain, Interlocking Patri and Road widening work from Qayampur Mod to Quarsi Chauraha by infrastructure fund in District Aligarh.

Erath work in cutting or in embankment in ordinary soil excavation to be in the from of a ordinary regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as soil banks within 30 mtr. distance as directed by the Engineer-in-Charge. ch. -4 SI. No. 253

Providing,laying ,spreading and compacting graded aggregate to Granular Sub Base (GSB) with close graded specification including primixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site laying in uniform on well prepared surface and compecting in vibratory rollar to achive the desired density.complete as per close 401(495Tonne)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH Specification clause-406 (B)

Providing and applying Primer coat with bitumen emulsion slow setting using spray set including cleaning of road surface and spraying primer at the rate of 0.60 kg per sqm with mechanincal means,MORTH Specification clause-502

Providing and laying tack coat with VG-10 using bitumen pressure at the rate of 0.30 kg. Per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Complete as per direction of engineer in charge as per MORT&H. Specification clauses 507 complete in all respects. MORTH Specification clause-503

Providing and laying dense graded bituminous macadam (DGBM) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

Providing and laying bituminous concrete (BC) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Laying of I shaped precast 80 mm thick rubber moulded Interlocking tiles (Compressive strength not less then 40 Mpa and weight 4.50kg.) Including 50mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (Ch. 20 SI No- 16.68)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. 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:35-2015 The finished surface to be level, uniform and free from streaks and holes. (Ch-27, S.I. 2)

Road Delinestor Delineator: Supply & Fixing of MS Delineato made of Mild steet with pure polyester powder coating with the minimum mickness of powder coating of est less than 40 mleven for protection against corrosion. The surface shout be concealed so that there should not be any exposed surface ashour powder costing Aftermathely, these metal guidi poles can be conceated with thermoplastic body. The posts shall have ins ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC 67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner renoval, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate in obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender The rate shall include all materials, labour T&P. transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. ch-27, S.N. 1, Morth-805

Reflective Raised Pavemant Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Rettective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lonars shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 min and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation: and incidentals all complete as per direction of the Engineer-in-Charge. ch-27, S.N. 5 Morth-804

Direction and place Identification signs up to 0.90 sqm size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75×75×6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm., below ground level as per approved drawing, complete. ch-27, S.N.-19, Morth-801

Proving & laying cement concrete 1:4:8 (1 part cement. 4part approved coarse sand and 8part 40mm gauge stone ballast) on foundation & upto plinth with curing complete including cost of form work and as per direction of E/I.(S.N.-2 of CH-5)(SOR-2022

Providing and laying in position of M-20 grade of reinforced cement concrete 1:1.5:3 (1 cement:1.5 approved coarse sand (FM-2.20 -3.60):3 graded stone stone aggregate 20 mm nominal size) ,including the cost of centering ,shuttering ,finishing and excluding reinforcement as per direction of E/I. (5.37.1)

P/F mild Steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not including in over all rates) wrougth to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lanning shall be measured upto floore two level Fe. 500

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. SI 251

Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work per direction of E/I.. (S.I.No. 6.1.2)

Filling of carted earth including supply of necessary quantity of earth from a distance not exceeding 8km from the site of work and including watering dressing compacting etc. required for proper completion of work as per direction of E/I..