Bulandshahr Development Authority Tender

Cement concrete with 2 cm gauge stone grit, coarse sand and cement in the proportion 4: 2: 1 including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No. - 279(A) ]2020

12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) [DSR : 13.4.1]/2018

RCC work with cement approved coarse sand and 2 cm gauge approved stone grit in proportions of 1 : 1½ : 3 in slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire including centering and shuttering etc. all materials labour, Tools & Plants etc. required for proper completion of the work including cost of binding wire the rates excludes making of drip course which shall be paid extra. (S.I. No. 284)/2020

RCC work with cement approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Raft excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire including centering and shuttering etc. all materials labour, Tools & Plants etc. required for proper completion of the work including cost of binding wire the rates excludes making of drip course which shall be paid extra. [Based on S.I. No. - 287] + Cost of Extra Cement & Material

RCC work with cement approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Wall and Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire including centering and shuttering etc. all materials labour, Tools & Plants etc. required for proper completion of the work including cost of binding wire the rates excludes making of drip course which shall be paid extra. [S.I. No. - 288] + Cost of Extra Cement & Material

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars [DSR 2019, 5.22.1]

Earthwork in cutting or in embankment in ordinary soil, excavation to be done in regular pits not exceeding 0.50 M in depth and earthwork in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 50 M distance and landscaping and including cartage of earth from 8 km. distance and including loading, unloading and royalty of earth charges etc. required for proper completion of the work as directed by E/I. [S.I. No. - 253 (a)+261(b) + 231 (a)]

Mechanical compaction of earth to achieve 95% Proctor's density including arrangement of water, roller and fuel charges etc. all complete. [S.I. No. - 260]

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes 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 : 150 mm dia. R.C.C. pipe (DSR No. 19.6.2/2018)

P/F 110 mm dia PVC Pipe of 6kg/cm2 ISI marked kishan/ prince type "A" supply of clamps other material labour T&P etc. required for proper completion of the work the pipe shall either be fixed parallel to the pipe shall either be fixed parellel to the wall with m.s clamps or laid in wall etc. [S.I. No. Material - new item iii

Constructing brick masonry chamber of internal size 455x610 mm and 45 cm deep 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 coarse sand(Zone-III) : 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. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR No. 19.30.1.1)

Making connection of drain or 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 : 1. For pipes 100 to 250 mm diameter. (DSR No. 19.21.1/2018)

Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam [DSR - 16.13.2/2018)]

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing with mix in place method with rotavator at OMC and compacting with smooth wheel rooler to achieve desired density complete as per technical cpecification clause 401. [A.R.]

Providing, laying, spreading and compacting graded stone aggregates to Wet Mixed Macadam (WMM) specification including premixing the material with water at OMC in mechanical mixer (Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub- base \ course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversions etc. as per table 400.11 & 400.12 and technical specifications clause 406.

Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5% by weight of total mix and filter, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desirfed compaction. As per MoRT &H Specifications Clause 507 complete in all respects.

Providing and laying bituminous concrete with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG -30 @ 5.50 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

Supply and fixing of 80 mm thick grey colour precast cement concrete I shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200 x (160+120mm) of O.P. cement, smooth high gloss finish, skid resistant, manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40 Mpa (M-40) and weight 5 Kg. per No. confirming to IS : 15658-2006 and also including levelling and dressing of surface upto required levels and slopes, filling joints with local sand, including cost of material, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. [A.R.]

Supply of FRTP Tee 6"

Supply of FRTP Flang 6"

Providing and fixing C.I. sluice valves (with cap) complete with volts, nuts, rubber insertion etc. [18.31.3.2]

Bitumen tack coat over painted surface @ 0.70 Kg/M2 including cost of bitumen VG-10 including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as per MORTH specification No. 502 and as per direction of E/I. [Analysis]

Bitumen tack coat over painted surface @ 0.20 Kg/M2 including cost of bitumen VG-10 including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as per MOT specification No. 502 and as per direction of E/I. [Analysis]

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore

Providing and fixing 15 mm nominal bore brass ferrule with C.I. mouth cover including boring and tapping the main : [DSR - 18.20.1/2018)]