Bareilly Development Authority Tender

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 mortar 1:3 (1 cement: 3 coarse sand), including makking joints with or without grooves (thickness of joints except ar 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) DSR 2021 (16-69)

Providing and applying of cement base putty of 1mm average thickness DSR 13.80-2021

Applying 2 or more coat weather coat and exterior surface with acrylic weather paint approved quality including all material labour T&P etc. all complete Berger, Asian etc. all complete (13.46.1/ SOR 2021)

Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate)

Providing and laying dense graded bitumenous concrete(DBM) 75mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder @ 4.0 % to 4.50% by weight of total mix and filler transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achieve the desire compaction all complete as per morth specification morth-504(analysis rate)

Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate)

Providing and laying bitumenous concrete (BC) 50 mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. Analysis Rate

Providing and applying 2.5mm thick road marking strips (retro reflective of specified shade/colour using hot themoplastic material by fully/semi automatic paint applicator machine fitted with profile shoe glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil grease and foreign material etc. complete as per direction of Engineer In charge and accordance with applicable specifications. DSR-16.62-2021

Provding and fixing Glow studs(Cats Eye) af size 100x 20m made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloetrite ) or HIP (High impact polystyrene ) of ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 Kg tested in accrodance with ASTM D4280. The slope of retro- reflective surface shall be 35(+/-5) degress to base. The reflective panels of both sides with at least 12 cm of reflective area up each side. The luminationce intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS :873 part 4 :1973. Teh studs shall be fixed to the Road surface using the adhesive conforming to IS as per procedure recommended by the manufacturer complet and as per direction of engineer - in - charge (S.I. 16.50 DSR 2021)

Suppy and fixing of site solar road studs powerful mode extra bright aluminium die cast matt finish conforming to IS 617: 1994 designation 4250 sparkle solar road studs manufactured by tata BP solar India of equivalent heaven high intensity 3 x 2 number flashing through out the night with back up of atleast 4 non sunlight days amber or red colour or wheather resistance with superior poly carbonate solar cell and site reflector

Supply and installation of delinators (road way indicators, hazard makers, object marker) 80-100 cm high above ground painted black and white in 15 cm wide strips fitted 80 x 100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC: 79 and the drawing

PART-B Drain work Earth work in Excavation (for waterline) in ordinary soil, loam, clay or sand including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. (Excluding royality) (S.I. 251)/ 2021

Concrete with 4cm (1½") guage approved stone ballast approved coarse sand and cement in proportion of 8:4:1 foundation and under floor, including supply of all material labour and T&P etc required for proper completion of the work S.I. 281/2021)

RCC work with cement, approved coarse sand & 2cms guage approved crushed stone grit in proportion of 1:1½:3 in raft foundation & footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of work (S.I. 287+diff of 283 &284A)UPPWD 2021

Providing and laying in position machine batched and machine mixed design mix M25 grade cement concrete for Reinforced cement concrete work, using cement content as per approved design mixed, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS:9103 accelerate retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer In Charge. Cement content considered in this item is @ 330 kg/Cum, less cement used as per design mix is recoverable seperately R.C.C. Walls upto plinth level S.I. 5.33.1 DSR 2021

Centering and shuttering for only R.C.C Walls (any thickness). Including strutting, propping etc and removal of form including attached plasters, butteresses, plinth and string forces etc. SI-5.9.2 DSR-2021

Same as above item no.3 but RCC in Slab 1:1½:3 cement, coarse sand, 20 mm thick stone grit (rate as per SOR 284A RCC slab) PWD SOR 2021

Same as item no.3 but RCC in lighter beam 1:1½:3 cement, coarse sand, 20 mm thick stone grit (rate as per RCC lighter beam) PWD SOR 2021 (285+Diff of 283 & 283A)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. (S.I. No-504)UPPWD SOR 2021

Concrete with 2cm guage stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of the work (S.I.279(i))/SOR2021

Supply and fixing 110mm OD UPVC pipe 6kg/sqm ISI mark astrall/khetan/prince as approved by E/I (P/S)

Supply and filling 40mm guage brick ballast for weep holes in drain wall back side all complete SOR (NSI)-7/2021