Agra Development Authority Tender

12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (CH-13 S.I. No. 13.4.1. SOR-2023-24) 1 cement : 4 Coarse sand

Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20mm nominal size), and curing complete, including cost of form work. In Foundation and floors. (CH-5 S.I. No. 4.1.2 SOR-2023-24)

RCC work Providing and laying in position specified grade of reinforced cement concrete, slab including the cost of centering, shuttering, finishing and excluding reinforcement - Above plinth level upto fifth floor lable: 1:1.5:3 (1 cement :1.5 coarse sand : 3 graded stone) (CH-5 S.I. No. 11 SOR 2023-24)

Reinforcement of Reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. (S.I. No. 504 SOR 2023-24) 10mm to 12mm tor (TMT Bars) Fe-415

Park work :- 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 per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 1 SOR-2023-24)

Providing and laying cement concrete in 1:5:10 (1 Cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 S.I. No. 1 SOR 2023-24)

Class-150 (Non Modular) brick work in 1:4 Cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. (CH-6 S.I. No. 2 SOR-2023-24)

12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (CH-13 S.I. No. 13.4.1. SOR-2023-24) 1 cement : 4 Coarse sand

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). (CH-7 DSR No. 1 SOR 2023-24)

Finishing waLls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) supply of all labour material and T&P requlred for proper compLetion of work. (CH-15 Item No. 3 SOR 2023-24)

Road work :- Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (CH-4 Item No. 253(a)+231 SOR 2023-24) including a cartage of 8.00 km distance from out side to preposed site

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.

Providing and Laying spreading and compacting grades stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to OMC in mechnical Mix plant carries of mixed materical by tipper to site laying in uniform layers with paver in sub-base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H specification No 406 S.No. 4.12 (table -400-11) Material (For Grading-I), 53 mm -22.4 mm 30.00%, 22.4mm-4.75mm 40.00%, 2.36 mm and below 30%)

Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with labour and Air compnesson including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503 Analyses attached.

Providing and laying of Bituminous Macadom with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Ussing Crushed stone aggregates of specified grading as given below, Primixed with Bituminous Binder @ 3.30% of mix and filter, Transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the disired compaction as per MORTH specification clause No. 501.6 and 501.7 complete in all respects 50mm to 80 mm thick using VG-30 Bitumen (Grading 19mm nominal size) 25-10mm 40% 10-5mm 40% 5mm and below 20%

Providing and laying Semi Dense Bituminious Concrete with 60-90 TPH Batch type Hot Mix Plant producing an average out put of 75 TPH, Using Crushed stone aggregates of specified grading as given below, premixed with Bituminous Binder @ 4.50% of mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tan tom rolar to achieve disired compaction as per MORTH specification clause No. 508 complete in all respect 25 mm thick using VG-30 Bitumen, 9.5-4.75mm 57per cent 4.75mm and below 4.1% filter 2%

Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT (CH-20 Item No. 17 SOR 2023-24) 80 mm (Rubber molded Grey)

Sewer work :- 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 per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches.(CH-4 Item No. 1 SOR-2023-24)

Providing and laying cement concrete in 1:5:10 (1 Cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (CH-5 S.I. No. 1 SOR 2023-24)

Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (CH-5 S.I. No. 4.1.3 SOR-2023-24)

Laying and fixing of N.P.-3 & N.P.-4 Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance (labour only) excluding cost of pipes/collars. (CH-20 S.No. 10 (a) SOR 2023-24) (a) 350mm dia

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) Fisnihed with a floating coat of neat cement complete as per standard design : (CH-25 S.I. No. 4 SOR 2023-24) (b) Inside size 1200 x 1200mm and 1.0meter deep including C.I. Cover frame.

Water line work :- Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 80 m : (CH-25 S.I. No. 25 SOR 2020-21) All kinds of soil - Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineerin-Charge. External work (CH-23 S.I. No. 9 SOR 2023-24) 100 mm nominal outer dia pipes

CPVC Plain Tee (100mm dia). (CH-21 S.I. No. 29 SOR 2023-24)

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (CH-23 S.I. No. 13 SOR 2023-24) 100 mm diameter - Class I

Constructing brick masonary chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : (CH-25 S.I. No. 8 SOR 2023-24) (a) Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : With common burnt clay F.P.S. (non modular) bricks of class designation M-150