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.

Providing and applying Premer 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 as per MoRTH specification clause No. 502 complete in all respects.

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)

Provididng, laying and rolling of Open - Graded Premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using 80/100 penetration grade bitumen to required line, grade and level to serve as wearing course on a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per MoRTH specification clause No. 511 complete in all respects.

Providing and laying Seal Coat (Type - B) sealing the voids in a bituminous surface laid to the specified levels, Bitumen 80/100 grade and cross fall as per MoRTH specification clause No. 513 complete in all respects.

Brick edging on both side of the road of M-150 bricks 7 cm. wide, 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Egineer-in-charge. (As per U.P.P.W.D.S.O.R.- SL. No. 765/2015)

Supply & Laying of 80mm thick machenical compressed cement grey / ordinary red inter locking cement concrete paver blocks confirming 15658/2000 of approved shape as directed by E/1. Manufactured by high pressure and control vibration machine with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPA (M-30) including preparation of bed with local fine sand and also leveling and dressing of surface up to required level and sloped filling joints with local fine sand including .cost of material, labour, T&P and all complete as per direction of E/1 and as per approved specifications.(A.R.)

Carting 300 mm dia R.C.C. NP-3type Pipe to site of work lowering the same in trench in depth up to 0.00 to1.50m BGL.True to alignment. caucking the joints with 1:2 cement and C sand mortor i/c excavation of earth below invert level of pipe cost of all jointing materials testing etc complete.

Construction of manhole of internal size 1.00x1.20x1.50 m i/c supply of all material,labour and t&p etc reqired for proper complition of work as per direction of E/I as per approved design &drawing of G D A (AS PER ANALYSIS)

Painting of wall with enamel two coat with including one coat primer all complete. Etc. S.I. no. 647 + 648/2015

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)/2015

DRAIN Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building 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 30 M. from the foundation trenches. 0.00 to 1.5 M BGL

Same as above but 1.5 to 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. 281/2015).

R.C.C. work with cement, approved coarse sand & 2 cm guage approved stone grit in propertions of M-25 in excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neccesary centering and shuttering etc. and suplly of all materials, labour, Tools & plants etc. required for proper completion of the work rate excludes making of drip course which shall be paid extra. In RCC raft foundation or drain

Same as above but In RCC Wall

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 & its wastage, bend, hooks, and authorized overlapping shall be measured and including cost of binding wire. (S.I. No. 504/SOR/15)

Cement Concrete 2cm guage approved stone ballaast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T & P etc. required for proper completion of the work (SI No. 279 (a)/SOR/15)

Construction of weep holes with 110 mm dia (OD) RPVC pipe (IS : 4985) (6 kg/sqcm) in the RCC wall at an interval of 1.50 m horizontally & vrtically at the time of casting of wall with all materials labours etc required ofr proper completion of the work. SOR/2015/56

Centering and shuttering including strutting, propping etc. and removal of form for : (As per DSR 5.9/2014 wall DSR 5.9.2/2014

CULVERT WORK R.C.C. work with cement, approved coarse sand & 2 cm guage approved stone grit in propertions of 1:1.5:3 in excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neccesary centering and shuttering etc. and suplly of all materials, labour, Tools & plants etc. required for proper completion of the work rate excludes making of drip course which shall be paid extra. In RCC wall

Same as above but In RCC Slab

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 & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire (S. I. No. 504/SOR/2015)

Centering and shuttering including strutting providing etc. and removal of form. Suspended floors, roofs, landing, balcony and access platform (5.9.3/DSR/14)

SEWERAGE Excavation for laying sewers, manholes,gully pits, chambers, sumps etc. in ordinary soil (earth sand, Loam & clay) including cutting of joint pits trimming dressing leveling, refilling of trenches in 20 cm layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50 m. from the centre of trenches (A.R.) 0-1.50 m bellow Ground Level

Same as above but 1.50 - 3.00 m bellow Ground Level

Supply, laying ,carting and jointing 450 mm dia RCC pipe NP-3 type Pipe of work lowering the same in trench in depth up to 0.00 to6.00m BGL.true to alignment.caucking the joints with 1:2 cement materials testing etc complete 1.5 - 3.00 m depth

Cement Concrete 4 cm guage approved stone ballaast coarse sand and cement in proportion 4:2:1 including supply of all materials, labour, T & P etc. required for proper completion of the work (SI No. 279 (a)/SOR/15)

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design. 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.13.1.1/2014)

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.14.1/2014) 1520 mm internal dia at bottom from 3000 to 4500 mm

Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar