Allahabad Development Authority Tender

Brick edging on both side of road of brick class M-150 8cm wide 12 cm deep in mud mortar etc including labour and supply of brick laid finished to required templates and in proper alignment and also designed and excavated work as directed by E\I. (SI. No. 765/2018)

Providing & laying 50 mm thick consolidated B.M. premix with greaded approved coarse aggregate, fine aggregate filler and bitumen content @3.4% as per MORTH/PWD specification including heating bitumen to required temperature, cleaning the surface and providing labour at HMP, the cost of labour, T&P etc. including the cost of material required for proper completion of the work.

Providing and laying 25 mm thick SDBC with 100-120 T.P.H. batch type HMD producing an average out but of 75 Tones per hour using crushed aggregates of specified grading premixed with VG-30 graded bitumen binder @5% of mix. including all material, labour, T&P etc. all complete as per appd. Analysis.

Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechanical broom. As per MORT&H specification No. 503

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 mtr. 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 & disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches. (SI. No. 251/2018)

Cement Concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of all work. (Sl. No. 281/2018)

M-150 Brick work in 1:4 (1 Cement & four fine sand of 1.25 F.M.) mortar in foundation including supply of all materials, labour & tools & plants etc. required for proper completion of work. (SI. No. 305/2018)

Struck cement pointing with cement mortar consisting 1:2 cement and fine sand of 1.25 FM including supply and all material labour T&P etc. respect for proper completion of work. (SI. No. 578/2018)

Flush pointing into 1:2 cement and fine sand of 1.25 FM mortar into including supply and all material labour T&P etc. respect for proper completion of work. (SI. No. 575/2018)

RCC works with cement approved coarse sand and 2cm gauge approved stone grit in the proportions 1:1.5:3 in slab 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 necessary centering and shuttering etc. and supply of all materials, labour T&P etc. required for proper completion as per direction of E/I. (SI.No. 284/2018)

M.S. or Iron work in Plain work such as RCC 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. (SI.No. 504/2018)

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia (DSR 2.13.1.2/2016)

Providing and laying non-pressure NP2 class (light duty) 300 mm dia. R.C.C. pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. (DSR 19.6.4/2016)

Cement Concrete 20 mm gauge stone ballast 4:2:1 cement, coarse sand and grit including supply of all material labour T&P complete of all work. (Sl. No. 279A/2018)

Construction of Chamber of 0.60 x 0.60 x 0.90 Mtr. size as per specified design and drawing and specification approved by ADA as per direction by E/I complete.

Additional or substruction of chamber shaft (0.60x0.60 M) for 1.00 Mtr. or part as per given design and drawing aproved by ADA as per directed by E/I complete.

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels 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 complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.7.3.1/2016)

Extra for depth for manholes : Size 120x90 cm With common burnt clay F.P.S. (non modular) (DSR 19.8.2.1/2016)

Making connection of sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 250 to 300 mm diameter (DSR 19.21.2/2016)

Providing and fixing of 110 mm dia PVC pipe including all complete. (221.00 + 10% + 28.00)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc, not exceeding 80 mm dia. (DSR 2.10.1.1/2016)

Making existing water line including necessary fittings with all complete.

Providing and fixing 100 mm dia gate valve including all complete.

Providing and fixing of 15 mm dia CPVC pipe for connection including all complete.

Making plot connection with necessary fittings, like ferrul, clamp including labour but excluding PVC pipe etc. all complete.