CONSTRUCTION OF 1575 MTR STRETCH OF 45MTR WIDE NORTHERN PERIFERAL ROAD FROM MEERUT ROAD(NH-58) TO HAPUR ROAD (NH-24)

Earth work in Filling including loading-unloading cost of her and cartrage upto 8 Km distance and also including labeling dressing and watering. All complete of the work as directed by engineer-in-charge. (SI No-253A 261B + 231A)

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

Construction of Granular Sub-Base by providing course 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 as per more specification clause number 401 complete in all respects. (A.R)

Providing laying spreading and compaction wet mix macadam (WMM) specifications including premixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site playing in uniform layers with paper in subways base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per more specification class 406 complete in all respects

Apply tack coat on surface using emulsion pressure distributor @1 kg/sqm including court of emulsion including maintenance of side parties and watering the during operation including supply of Al materials labour t and p etc required for proper completion of the work as MOSTEH specification no.502 as per direction of E/I (AR)

Apply tack court on surface at 0.30 kg per square metre including court of bitumin including maintenance of side parties and watering the during operation including supply of all materials labour day and period for proper completion of the work asMOSTEH specification no 502 as per direction of E/I

Providing and laying of bituminous macdam with 100 to 120 tph (tones per hour) hot mix plant producing an average output of 75 tons per hour using crust aggregates of grade 2 (19 mm nominal size) premached with 80 / 100 50 minutes vendor 3.30% by weight of total material from the hot mix plant to the work site and laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled with smooth wheeled 8 to 10 tons for initial breakdown rolling, vibratory roller 8 tons for intermediate rolling and finish rolling 628 turn smooth wheeleld tandem roller to achieve the desired compaction and including supply of all material, labour T&P etc required for proper completion of the work as per clause 504 of MORTH specificationand as per Engineer in charge.

Providing and Laying 50mm thick dense graded bituminous macadam with 100-120TPH ( Tonnes per hour) batch type HMP(Hot Mix Plant) producing an average output of 75 tonnes per hour using crushed aggregates of grading I (13 mm nominal size) premixed with K60/70(Vg30) @ 4.5% of total rate weight of mix and hydrated lime filler @ 2% of weight of total aggregate transporting the hot mathematics material to work site laying with a hydrostatic power finisher with sensor control to the required grade 11 and alignment rolling with smooth weld vibratory roller 8 to 10 tons for initial breakdown rolling vibrator roller 8 to 10 10 to achieve the desired compaction and including supply of all material labour T&P etc required for proper completion of the work as per class 508 of MORT&H specification and as per direction of engineer in charge

Providing and laying between us concrete with 100-120 tph batch type HMP producing and average out of 75 ton per hour using crushed aggregate of grade I(13mm nominal size) premixed with bituminous binder of 60/70 at 5% of weight of mix and hydrated line 2% of weight of aggregate transporting the hard mix to work side laying with hydrostatic power finisher with sensor control to the required grade level and alignment rolling with smooth wiiled roller 8 to 10 tons for initial breakdown growth in vibrator roller 8 ton for intermediate rolling and finish falling with 608 tonsil to achieve the desired compaction and including supply of all material, labour, T&P etc required for proper completion of the work as per clause 508 of MORT&H specification and as per direction of engineering charge specification clause 5096

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Central Verge 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

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.

Varnishing with varnish of approved brand and manufacture: Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

RCC Drain Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for PCC Bed of Drains and below Retaining Wall 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for : Under 20 cm wide

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing JCB Machine for miscellaneous work including operator and fuel chargesball complete as per direction of Engineer in Charge (SI NO .+5%CP) SOR 2022

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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