Widening Construction of drain and footpath of Bhootnath Mandir Road - other district road from Lucknow-Ayodhya Road

Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge.

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means Bituminous Courses MORD-202 (2.14) CH-25 LKO SOR 2020-21

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means Granular Courses MORD-202 (2.14) CH-25 LKO SOR 2020-21

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note item to be applicable in urban areas having directions for restricted hours for movement/ plying of load-carrying motor vehicle of 3.5 cum or more. DAR 1.1.18 SOR CH-25 LKO SOR 2020-21

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the as per SOR CH-07 LKO SOR 2020-21 Item No. 2.8.1

Providing and laying in position cement concrete of specified grade excluding the cost of entering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) as per SOR Ch. 8 Item 4.1.5

Brick work with common burnt clay (non modular) bricks of class -150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) as per SOR Ch. 9 Item 6.4.1

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: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm (nominal size). as per SOR Ch. 8 Item No. 4.2.2

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: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm (nominal size). as per SOR Ch. 8 Item No. 4.2.3

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. As per DAR 13.80

Finishing wall with premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work Over Existing Cement Paint Surface As Per DAR 13.112.1

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per SOR Ch. 25 Item Sl. No. 15

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

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer 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 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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.

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per Clause 408.

Providing and Laying of M25 grade Concrte of thickness 75mm for paving broadcasting colour hardner,bull floating and steel floating the surface.Sprinkling colour release agent powder for two tone effect stamping the surface with PU mats of Natural Stone design Washing and curing for 8 days and sealed with acrylic sealer. UltraTech Décor (M25 Grade pure OPC Concrete with PPFiber) Colour hardeners and patterns as per table below, subject to change later on as per advise of authorities

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

Construction of K.C. Drain with 1:2:4 C.C. including 100 mm thick base concrete of 1:4:8 cement fine sand & 40 mm nominal size O.B.B. and also including earth work in excavation in proper slop & Camber. Including all labour, T & P etc. required for proper completion of work.

Supply and fixing of M.S. iron railing 1.0 mtr high of approved design having vertical M.S. iron pipe having size 50 x 25 x 2.5 mm square holo pipe as main vertical and horizontal member and 25 x 25 x 2 mm square holo pipe at 9 places in a section having 2 meter length with 50 x 25 x 2.5 mm outer dia pipe continuously total height of railing legs 180 mm except outer legs which embedded minimum 80 mm in the base with 1:2:4 C.C. of size 400x400x400 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.

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