Moradabad Development Authority Tender

RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/2022

M.S ( Tor steel or plain ) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel and its wastage, bend hooks and authorised overlapping shall be measured. SI 504/2022

12 mm thick plaster with (1:4) One part of cement and Four part of approved Corse sand includig supply of all material and completion of work. S.I No. 584/2022

Cement Concrete with 2cm. guage approved stone ballast coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of work. (PWD S.I No. 279a )

Finishing walls with Acrylic Smooth exterior paint of required shade :13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) DSR 13.46.1/2021

Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. SOR 2022/ S.I. No. 503

Supply & Laying of 80 mm thick precast cement concrete paver block with a top layer of minimum 8mm thickness having plan dimension 200 x(160+120) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds threw vivro - compression machanism. The compressive strength of concrete paver blocks shall not be less than 30 MPa & 5 kg/no. confirming to IS:15658-2006 with a 4cm thick layer of fine sand including cost of all materials, labour T&P etc. required for proper completion of the work as per direction of E/I.(Red colour hingh quaility pigment/lanxess, bayer chemicals) S.O.R/17-18 New Item-5 on page 51 (A) Gray Colour

Earth work in cutting or in embankment in ordinary soil, excavation to be in th form of regular pits not exceeding 1/2 meter (20") depth and earth work in embankment to be in 20 cm. (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M (5ft.) lifts and lead OF 30M. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M (100ft.) distance as directed the Engineer-in-charge. (S.I NO. 253A CH-4)/2022

Providign & Laying of Granular sub base (G.S.B) inncluding all labour materials, taxes, cartager and T&P etc. compate of work as directed by Engineer in charge. (A.R.)

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. (A.R.)

Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (A.R.)

providing and applying tack coat on the prepared surface heating bitumen in boiler and spraying the bitmen with sray set fitted on bitmen boiler @ 0.25kg/ sqm. over granular surface treated with primmer as per MORTH & techanical specification clause. (A.R.)

Providing and Laying dence graded bituminos mecadam with 100-120 TPH batch type HMP producing an average aoutput of 75 Toons per hour using crushed aggreates of spccified grading,premixed with butminous binder vc-30@4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic,paver finisher with senso control to the required gradfe ,level and alignment rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per month specification clause No.507 complete in all respects. (A.R.)

Providing and laying bituminos concrete with 100-120 TPH batch type HMP producing as average aoutput of 75 Tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30@ 5 percent 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 desire compaction as per morth specification clause no. 509 complete in all respects. (A.R.)

Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gm. Per sqm. Area thickness of 2.5mm is exculding of surface applied glass beads as per IRC-35, The finished surface to be level, uniform and free from streaks and holes. (DSR No. 2021- 16.62)

MORTH-804 Reflective Raised Pavement Markers (Cat Eyel Road Stud) RPM (with shank) (8.35)- Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud shall be Suggestive moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any othar suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4260. The Refective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total Interna reflection of the light entring the lens face, Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-refecting 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 shal 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 fat within 1.3 mm all road studs shat be legibly marked with the name trade or other means of identification of the manufacture. epoxy instalations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shal 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 Enginear In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries cut the work of fixing of reflective road markers. In case the markers are displaced. damaged, get worn out or lose their relactivity compared to stipulated standards the contractor would be required to replace all such markers wahin 15 days of the intimation from the Engineer, at his own cost The rate shall include all materials, tabour, T&P, transportation, installation and incidentals all complete as per drection of the Engineer-in-Charge as per SOR PWD LKO