Ghaziabad Development Authority Tender

Providing, laying spreading and compaction wet mix macadam (W.M.M) specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site laying in uniform layers with paver in sub-base /base cours on well preparsd surface and compacting with vibratory roller to achieve the desired density as per MORTH specification clause 406 Complete in all respects. (A.R)

Providing and applying Premer Coat with bitumen 80/100 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 as per MoRTH specification clause No. 502 complete in all respects. (A.R)

Providing and applying tack Coat 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R)

Providing & laying bituminous macadam (.B.M.) with 100-120 T/H batch type hot mix plant producing on average out put of 75 T/H using crushed aggregated of specified grading premixed with bituminous binder @ 3.30% by weight of tatal mix transperting the hot mix plant material to work site laying with paver finisher to the required grade, label and alignment rolled as per 501.6 and 501.7 to achieve the desired ompaction including supply of all aterial, labour T&P etc. required for proper completion of the work as MORT & H specification clause 504 (A.R.)

Providing & laying dence graded bituminous macadam (D.G.B.M) with 100-120 T/H batch type hot mix plant producing on average out put of 75 T/H using crushed aggregated of specified grading 1premixed with 60/70 bituminous binder @ 4.25% by weight of tatal mix and hydrated time filter @ 2% of total weight of aggragates, transperting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade, label and alignment rolling with smoth wheeled (8-10T) roller vibrating roller (8T) for inter mediater rolling and finish with tender roller )6-8T) to achieve the desired compaction including supply of all material, labour T&P etc. required for proper completion of the work as MORT & H specification clause 507. (A.R.)

Providing and laying 40mm. Thick bituminous concrete with 100-120 TPH (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 tonne per hour using crushed aggregates of grading I,(13 mm nominal size) premixed with bituminous binder of 60/70 @ 5% of weight of mix and hydrated lime filler @ 2% of weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom 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 508 of MORT & H specification and as per direction of Engineer-in-charge (A.R.) Specification clause 509.

Brick edging on both side of the road of 150 bricks 7 cm wide&11 cm deep laid in mud mortar including labour and supply of bricks finished to the required templates etc in proper slope and camberand also including dressing and ramming the excavated earthas directed by the E/I(as per UPPWD SOR SI NO-765/2017)

Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic 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 SOR 20.19/2015

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MSpipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. DSR 16.65/2016

Supply, fixing and hoisting of 12.00 - 15.00 M span overhead structure in position with two vertical posts of 6.00 M clear height from the top of R.C.C. foundation made of 300 mm dia pipe welded with 10 mm thick MS plate at bottom supported with 10 mm thick MS plate stiffence & two nos. 10 mm thick MS plates at top welded with structure of 50 mm NB (M) pipe comprising of horizontal. vertical pipe of 40 mm NB (M) and bracing pipe of 32 mm NB (M) as per structure design requirements and approved drawing with vertical and lattearla clearance given in class 802.2 & 802.3 included 1 coat of primer and two coat of enemel paint and holl instruction over a degign support system made up to of concrete included excvation lean concrete 1:4:8 cement coarse sand and stone grit and RCC 1:2:4 with cement coarse sand of 12 mm stone grit complete for fixing the complete struture as per direction in engineer incharge as 7 years warrenty. rates included degign febrication supplying tranportation and irrection of he sign board and all taxes etc all completed included T & P machine material and labour required for proper completion of the work. SOR 2016

Brick on edge pavement with straight over burnt brick on parties with bricks, laid dry joints filled with local sand including preparation of base to proper stape and its ramming, spreading layer of 1 cm, (3/8) depth of local sand over the subgrade and including supply of all materials, labour tools & plants etc required for proper completion of the work. as per SOR 763/17

Divider work Excavation in foundation in ordinary soil (loam clay or sand) including Lift up to 1.5 meter (5ft.) and lead up to 30m (100 ft.) and including filling, watering and raming of excavated earth into the trenches or into the space between the bulding and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m (100 ft) from the foundation trenches UPPWD SOR 2017/251(a) 1.5 - 3.0 M BGL

Cement Concrete 4cm. gauge approved stone ballast coarse sand and cement in proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work (SI. No. 281/2017).

M-150 Brick Work in one 1:4 one cement & Coarse sand foundation and plinth including supply of all matarials labour, Tools & plants etc. requierd for proper completion of the work as per direction of Engineer-in-charge SI no. 305 (a)/2017

12mm thick plaster with cement and coarse sand of 2.20 F.M. in 1:3 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work. SI 583/2017

Providing and fixing semi barrier type Kerb Stone (machine made) of with & m-20 grade concrete, size of Kerb Stone will be 0.45 x 0.3 x 0.13 cm and including outer surface finished with 1 : 3 cement and coarse sand, including supply of all materials labour T & P etc. required per peroer completion of work.(A.R.)

Painting roof or other iron work in large areas with one caot priming and one coat of approved (above one Sq. Metre) paint (British antesol or euivalent) including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Paint to be used should confirm the above but for every coat after the first coat. SIS No. 103-109 SI no. 644, 645