Construction of CC Rail level Goods platform, cantilever steel shed,CC Approach Road, Goods office, Canteen, labor room, merchant rooms, and other miscellaneous work in connection with Provision of Upgradation /modernization of infrastructure at Lalgarh Goods Shed over Bikaner Division.

A-CPWD DSR -2021 ITEMS

B-IRUSSOR-2021 ITEMS

C-NON-SCHEDULE ITEMS

D-CPWD HORTICULTURE AND LANDSCACPE-2020 ITEMS

Item Breakup - A-CPWD DSR -2021 ITEMS

88 mm, weighing not less than 190 gms. 17.78 Providing and fixing white vitreous china Each 12 13036.55 156438.6 extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous 85 china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES BIKANER DIVISION-GATI SHAKTI/NORTH WESTERN RLY Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 18.7 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall 86 18.7.2 20 mm nominal dia Pipes Metre 150 325.1 48765 87 18.7.3 25 mm nominal dia Pipes Metre 120 408.55 49026 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & 18.8 fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge, Concealed work, including cutting chases and making good the wall etc. 88 18.8.2 20 mm nominal dia Pipes Metre 50 513.75 25687.5 89 18.8.3 25 mm nominal dia Pipes Metre 50 626.05 31302.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work 90 18.9.6 50 mm nominal dia Pipes Metre 2000 811.85 1623700 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the 18.11 walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : 91 18.11.1 15 mm dia nominal bore Metre 12 485.2 5822.4 Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc.-External work 92 18.12.6 50 mm dia nominal bore Metre 80 654.2 52336 Making connection of G.I. distribution branch with G.I. main of following sizes by providing 18.13 and fixing tee, including cutting and threading the pipe etc. complete : 93 18.13.2 50 to 80 mm nominal bore Each 2 1513.7 3027.4 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve 18.17 with C.I. wheel of approved quality (screwed end) : 94 18.17.1 25 mm nominal bore Each 6 532.35 3194.1 95 18.17.1A 20 mm nominal bore Each 4 461.75 1847 96 18.17.4 50 mm nominal bore Each 2 878.25 1756.5 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 97 18.18.2 20 mm nominal bore Each 4 397.45 1589.8 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : 18.21.2 45 cm length 98 18.21.2.1 15 mm nominal bore Each 6 85.2 511.2 BIKANER DIVISION-GATI SHAKTI/NORTH WESTERN RLY C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and 18.46 making long screws etc. complete (New work) : 99 18.46.6 50 mm nominal bore Each 2 706.7 1413.4 18.48 Providing and placing on terrace (at all floor Litre 6000 9.7 58200 levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable 100 locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 101 18.49.1 15 mm nominal bore Each 12 434.2 5210.4 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS 18.50 standards and weighing not less than 810 gms. 102 18.50.1 15 mm nominal bore Each 12 715.05 8580.6 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS 18.51 standards and weighing not less than 690 gms. 103 18.51.1 15 mm nominal bore Each 12 708.4 8500.8 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 104 18.53.1 15mm nominal bore Each 15 500.35 7505.25 18.53A Providing and fixing C.P. Brass extension Each 20 61.7 1234 nipple (size 15mmx50mm) of approved make 105 and quality as per direction of Engineer-in- charge. 18.54S PTMT FITTINGS Providing and fixing PTMT, push cock of 18.57 approved quality and colour. 18.57.1 15 mm nominal bore, 98 mm long, weighing Each 20 96.45 1929 106 not less than 75 gms Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 107 18.58.1.1 100 mm nominal dia Each 20 33.2 664 108 18.58.1.2 125 mm nominal dia with 25 mm waste hole Each 20 45.25 905 18.59S AIR VALVE & WATER METER (BULK TYPE) 18.64 Providing and fixing PTMT swivelling shower, Each 4 106.15 424.6

40 gms 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture 19.1 of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 110 19.1.2 150 mm diameter Metre 200 591.4 118280 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. 19.4 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: BIKANER DIVISION-GATI SHAKTI/NORTH WESTERN RLY 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 : 111 19.6.3 250 mm dia. R.C.C. pipe Metre 150 811.15 121672.5 112 19.6.4 300 mm dia. R.C.C. pipe Metre 2000 902.05 1804100 Providing and fixing in position pre-cast 19.19 R.C.C. manhole cover and frame of required shape and approved quality 19.19.3 H D - 20 113 19.19.3.1 Circular shape 560 mm internal diameter Each 15 1494.2 22413 22.0 WATER PROOFING Grading roof for water proofing treatment 22.14 with 114 22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand) cum 22 13378.15 294319.3 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 115 23.1.1.1 300 mm dia Metre 180 592.05 106569 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. 23.2.1 All types of soil 116 23.2.1.1 300 mm dia Metre 150 690.7 103605 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. 117 23.4.3 200 mm nominal size dia Metre 330 1099.25 362752.5 23.5 Supplying, filling, spreading & leveling stone cum 5 1302.3 6511.5 boulders of size range 5 cm to 20 cm, in 118 recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.6 Supplying, filling, spreading & leveling cum 5 1309 6545 gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of 119 boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.7 Supplying, filling, spreading & leveling coarse cum 5 1309 6545 sand of size range 1.5 mm to 2 mm in 120 recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. BIKANER DIVISION-GATI SHAKTI/NORTH WESTERN RLY 23.8 Gravel packing in tubewell construction in cum 10 1479.25 14792.5 accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required 121 grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. 23.9 Providing and fixing factory made precast Each 3112 1213.25 3775634 RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. 122 hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 23.12 Development of tube well in accordance with Hour 150 916.8 137520 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 or any other approved method, 123 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. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top 23.13 of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 124 23.13.3 200 mm dia Each 2 280.95 561.9 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of 23.14 tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 125 23.14.3 200 mm clamp Each 4 1827 7308 Providing and fixing Bail plug/ Bottom plug of 23.15 required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 126 23.15.3 200 mm dia Each 2 308.55 617.1 Total 33516265.90

Item Breakup - B-IRUSSOR-2021 ITEMS

JCB Backhoe Loaders 3DX Plus or similar with Hour minimum 1.10 cum bucket capacity

Hydra or similar tyre mounted Pick-n-Carry Hour crane of 12T capacity for misc. works of handling of material Total 249963.20 BIKANER DIVISION-GATI SHAKTI/NORTH WESTERN RLY All items of "All other chapters" of IRUSSOR-2021(Amended up to date) except those mentioned Item- 2 above. S No. Item No Description of Item Unit Qty Rate Amount

Taking out 100mm dia. & 450mm long Each undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

Taking out 100mm dia. & 450mm long Each disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720.

Conducting standard penetration test as per Each IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge Conducting laboratory Tests on collected soil samples as per relevant IS code

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain size analysis including Hydrometer Each analysis

Direct Shear Test

Natural Density

Consolidation Test

Unconfined Compression Test

Tri-axial Test Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code

Water Absorption & Porosity

Unconfined Compression Test

Point Load Test

Modulus of Elasticity

Abrasion Testing

Conducting chemical analysis of ground water Each samples to determine suitability for concreting and aggressiveness in relation to attack on concrete / reinforcement including determination of pH value.

Conducting chemical analysis of soil samples Each to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value Total 76670.60

Item Breakup - D-CPWD HORTICULTURE AND LANDSCACPE-2020 ITEMS