Balance work of Construction and Improvement of station building, Facade, Elevation, interiors, Waiting Halls, Toilets and improvement of Traffic circulation and beautification of circulating area at Ballabhgarh (BVH), Faridabad New Town (FDN) and Palwal (PWL) Railway station of Delhi Division of Northern Railway.

Item Breakup - A-DSR

85 gms 18.65 Providing and fixing PTMT soap Dish Holder Each 20 96.75 1935 having length of 138mm, breadth 102mm, 164 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers 18.66 and caps etc, suitable for flanged jointing as per IS : 1538 : 165 18.66.1 Up to 300 mm dia Quintal 4 7509.4 30037.6 Providing and laying Double Flanged 18.71 (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 166 18.71.1 100 mm dia C.I. Double Flanged Pipe Metre 20 1838.1 36762 167 18.71.2 150 mm dia C.I. Double Flanged Pipe Metre 40 2880 115200 19.0 DRAINAGE DELHI DIVISION-GATI SHAKTI/NORTHERN RLY Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water 19.4 tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 168 19.6.4 300 mm dia. R.C.C. pipe Metre 300 902.05 270615 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), 19.7 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 (medium duty) 500 mm internal diameter, total 19.7.2 weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 19.7.2.1 With common burnt clay F.P.S. (non Each 10 24405.9 244059 169 modular) bricks of class designation 7.5 19.8 Extra for depth for manholes : 19.8.2 Size 120x90 cm 19.8.2.1 With common burnt clay F.P.S. (non Metre 10 9744.25 97442.5 170 modular) bricks of class designation 7.5 Extra for depth beyond 45 cm of brick 19.31 masonry chamber : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb 19.32 shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non Each 2 28029.15 56058.3 171 modular) bricks of class designation 7.5 23.0 RAIN WATER HARVESTING & TUBEWELLS Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.1 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 172 23.1.1.1 300 mm dia Metre 250 592.05 148012.5 DELHI DIVISION-GATI SHAKTI/NORTHERN RLY Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.2 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 23.3 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 173 23.3.3 200 mm nominal size dia Metre 160 951.95 152312 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with 23.4 ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 174 23.4.3 200 mm nominal size dia Metre 150 1099.25 164887.5 23.8 Gravel packing in tubewell construction in cum 15 1479.25 22188.75 accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in 175 required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 23.12 Development of tube well in accordance Hour 40 916.8 36672 with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method 176 or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer- in-charge. Total 150715980.90

Item Breakup - B-Horticulture