Unnao Shuklaganj Development Authority Tender

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, and unloading to approved municipal dumping ground or as approved by the Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts (up to 2km) PWD CH-03 (CARTAGE) 231(A-2)2022-23

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). Analysis Rate

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SI NO. 251 PWD SOR 2022-23

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm (nominal size) SI NO. 275 PWD SOR 2022-23

Supply and laying of 80 mm thick Rubber moulded Zig Zag shaped mechanically compressed inter locking cement concrete pavers block manufactured by high pressure and controled vibraton machine having plan dimention dimension 200x(160+120mm) with miniumum 5 mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa, 4.50 kg/No. in bed 4 cm. thick sand including all material, labour, T&P etc. required for proper completion of work and also d Rate) (75% Grey and 25% Red interlocking tiles use) ANALYSIS RATE

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1.5:3 (1 cement: 1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm (nominal size).SI NO. 275 PWD SOR 2022-23

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. SOR CH- 08 LKO SOR 2020-21 Item No. 4.3.2

Mild steel or Iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. SI NO. 504 PWD SOR 2022-23

First Class brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SI NO. 305(B) PWD SOR 2022-23

12 mm. thick plaster with cement mortar in proportion of 1:3 cement & Approved Coarse Sand. SI NO. 583 PWD SOR 2022-23

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). 13.47.1 PWD SOR 2022-23

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 13.80 PWD SOR 2022-23

Cast-in-Situ Cement Concrete M 25 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 25 grade PCC on M-10 grade foundation 750 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually,including excavation of earth PCC in 1:4:8 all complete as per Clause 408.(Analyses attached)

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 Analysis Rate

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. Analysis Rate

Providing and applying prime coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. Analysis Rate

Providing and applying tack coat with bitumen SS-1 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Analysis Rate

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 3.40 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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. 505 complete in all respects. Analysis Rate

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 Analysis Rate

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per som 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. MoRTH 803 (8.13)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Tranvers bar). Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mim 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. MoRTH 803 (8.13) BASE

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 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 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. MoRTH 801 (8.4) 60 cm circular with definition plate (20cm X 60cm)

Same as item No 25 as above but 60 cm equilateral triangle with definition plate (20cm X 60cm)

Same as item No 25 as above but 90 cm high octogen

Same as item No 25 as above but 30X90 cm (Left/Right) Object Hazard

Same as item No 25 as above but 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm).

Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent, synthetic resin as retro reflective elements. This flexible prismatic sheeting shall have black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 . specifications and standards of coefficient of retro reflectivity, flexibility and impact resistance applicable for reboundable devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. Width of object marker shall be 300 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. as per SOR Ch-26 SI No.-24

Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. , Use of Median Marker provides safety against collision happening with medians during night time , or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67 upto date. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property. the sheeting shall be of Type XI conforming to IRC:67 upto date and it should be on both .the faces whereby providing maximum reflectivity at longer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90 cm square . Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall with stand 50 kg f Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. As per SOR ch-26 SI no.-6

Reflective Raised Pavement 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 Acrylonitrile Butadien 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 Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 or equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. marker height shall not be less than 10 mm 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.As per SOR ch- 26 SI no.-5 RPM with Shank

Supplying of Solar Raised Pavement Markers made polycarbonate molded body with circular shape , solar powered , LED self illumination in active mode , 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode . The marker shall support a load of 13635 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow ( amber ) as per requirement and typical frequency of blinking is 1 Hz . There should be current losses of less than 20 macroamperes at 2.4 V In sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours . The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also , the surface diameter of the marker shall not be less than 100 mm respectively . The weight of the marker shall not exceed 0.5 kilograms . Fixing will be by drilling holes on the road for the shanks to go inside , without nails and using epoxy resin based adhesive and complete as directed by the engineer. as per SOR Ch-26 SI No.-16

Supply, fixing & erection of built up Cantilever Structure 2.40 m span comprising of one vertical posts of 7.30 M height made up of 200 mm NB medium class MS pipe and 4.85mm thick as vertical member welded with 10 mm MS plate at top & 10 mm MS plate at bottom fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant and 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 upto date . Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . The work includes construction of RCC Foundation of size 0.60x0.60x1.20 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast RCC M25 including supply and fixing of 25 mm 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 upto date complete in all respect The Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of Signage structure using crane, inclusive of all T&P machine, material and labour required

Tubular Markers (Spring post or Spring Bollard) S/F of plastic Tubular bollards having 450 mm to 700 mm Height, shall be attached to the pavemet to display the minimum 50 mm width of reflective bands to the approaching road users including labour, material, T&P etc. for propar completion of the work. 700 mm Height IRC: SP-15 2014

Bollard (Single Side) Supply & fixing of Bollard made(Single Side) out of 2mm thick aluminium sheet face to be covered with high intensity prismatic grade type IV sheeting, Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7. Welded poly shaped to make it monolithic pillar size 1200 mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation made out of 35 * 35 * 5mm angle iron and from side is fully cover. (size of foundation 0.45 * 0.45 * 0.6m ) IRC:67-2012

Supply and fixing of M.S. iron railing 1.2 mtr high of approved design having vertical M.S. iron pipe, 14 Gauge of outer dia 41mm molded at rop at the inner dia 200mm connected together with M.S. pipe, 14 gauge of outer dia 25mm at three palces 40mm long and at the clear distance from bottom 125mm filled also with 25mm outer dia pipe continuously total height of railing legs 970mm except outer legs which embedded minimum 125mm in the base with 1:2:4 C.C. of size 230x230x230 mm hole in base . The railing have also two plates of size 230x230 mm squire and circular 14 gauge plane sheet, squire plate weld double on legs and circular plate in between semi circular head as per attaced drawing including cost of all material, labour and T&P etc. required for proper completion of work, and as per direction of E/I. Analysis Rate

Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge.2.29.1 Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cmwith wall thickness of 25.4 mm

Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on approprite place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid seperately.) 2.31.7 Size of Empty Pots 35cm Top dia, 25cm Bottom Dia & 35cm Perpendicular height

Filling of the Polythene bags by mixture of good earth and manuare in the ratio of 2:1 (2 patrt of good earth and 1 part of the manure) and placing the same of appropriate place (the good earth & manure Polythene bags will be provided by the department) all complete as per direction of the Officerin-charge. 2.32.5 Polythene bags size 25 cm dia x

Providing and Displaying Acalypha Different colour well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of Earthen Pot/ Plastic Pot bushy as per direction of the officer-in- charge.

Providing and Displaying Cyprus golden well shaped developed with good colored foliage fresh & healthy 60 to 75 cm ht in 30 cm Earthen Pot as per direction of the officer-in-charge. 5.17 DSR 2020

Providing and Displaying Ficus reginold well developed fresh & healthy foliage 60 to 75 cm spread 105 to 120 cm ht., Bushy in 35 cm Cement Pot as per direction of the officer-in-charge.

Providing and fixing Chairs