Moradabad Development Authority Tender

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.

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

Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 meters and lead upto 30 meters 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 plinth and removal and disposal of surplus earth as directed by Engineer incharge upto a distance of 30 meters from the foundation trenches (S.I. No. 251)/2022

Supply and laying 110mm internal dia P.V.C. pipe of 10kg/sqcm pressure and Finolex or Jindal make complete and including supply of all materials, labour and T&P etc. required for proper completion of the work. PSR as per C.B.No. 2409/2016

Supply and laying 160mm internal dia P.V.C. pipe of 10kg/sqcm pressure Finolex or Jindal make over 10cm base of Cement concrete 1:5:10 including excvation of earth and refilling including all materials labour and T&P all complete workP.S.R. as per C.B.No. Shiva Construction

Concrete with 4 cm. gauge stone ballast, fine sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281)2022

R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in raft foundation, footings excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 287+diff./2022

R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns & walls excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 289/2022

R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in slab excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. S.I. 284A/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. (S.I.No. 504)/2022

Supply & Laying of 80 mm thick precast cement concrete I shaped 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) New Item-5 on page 51 SOR 2022 Road 5(1)

Concrete with 2cm. Guage stone ballast fine sand of 1.2:5 :M. and cement in proportion of 1:2:4 in foundation and under floors including supply of all meterials, labour and T&P etc. required for proper completion of work. SI No. 279-(A) 2022