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Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
28 Jul 2026, 3:00 pm
Balance work for soft upgradation of Hisar station under ADEN/SSA.
95-26-27
95-26-27
Open
6 Months
Hisar, Haryana
₹0
₹7.3 L
6 Jul 2026
6 Jul 2026
14 Jul 2026
Item Breakup - A-CPWD DSR-2023 items
pattern. 16.91.2 80 mm thick C.C. paver block of M-30 grade Sqm 1500 1091.5 1637250 4 with approved color design and pattern. Total 2174468.10 All items of Sanitary Installations , Water supply & Drainage work appearing in chapter 17, 18 & 19 Item- 8 of CPWD DSR ( Amended up to date ) S No. Item No Description of Item Unit Qty Rate Amount 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with 17.1 manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern W.C. pan of Each 2 6767.4 13534.8 1 size 580x440 mm with integral type foot rests 17.7A Providing and fixing wash basin with C.I. Each 1 3960.55 3960.55 brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and 2 making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 17.8 Providing and fixing white vitreous china Each 1 1683.35 1683.35 3 pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet Each 3 349.15 1047.45 with flexible tube upto 1 metre long with S.S. 4 triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. 17.22A Providing and fixing CP Brass 32mm size Bottle Each 8 1034.8 8278.4 5 Trap of approved quality & make and as per the direction of Engineer-in-charge. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing P.V.C. waste pipe for sink 17.28 or wash basin including P.V.C. waste fittings complete. 17.28.1 Semi rigid pipe 6 17.28.1.1 32 mm dia Each 1 103.9 103.9 Providing and fixing mirror of superior glass (of approved quality) and of required shape and 17.32 size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 7 17.32.4 Rectangular shape 1500x450 mm Each 3 2093 6279 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the 18.7 pipe with clamps at 1.00 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 ) 8 18.7.2 20 mm nominal dia Pipes Metre 75 335 25125 9 18.7.3 25 mm nominal dia Pipes Metre 25 401.55 10038.75 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one 18.8 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 walls etc. 10 18.8.2 20 mm nominal dia Pipes Metre 105 537.6 56448 11 18.8.3 25 mm nominal dia Pipes Metre 165 627.25 103496.25 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 18.9 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 12 18.9.3 25 mm nominal dia Pipes Metre 55 355.4 19547 13 18.9.6 50 mm nominal dia Pipes Metre 215 794.25 170763.75 18.15S BRASS FITTINGS Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : 18.21.2 45 cm length 14 18.21.2.1 15 mm nominal bore Each 18 97.75 1759.5 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 1000 11 11000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 15 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 : 16 18.49.1 15 mm nominal bore Each 6 506.8 3040.8 BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 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 75 112.8 8460 17 not less than 75 gms Total 444566.50 All items of all other chapters except S.No. 1 to 8 mentioned above of CPWD DSR ( Amended up to Item- 9 date ) S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including loading, 1.1 unloading and stacking 1.1.18 Disposal of moorum/building rubbish/ malba/ cum 1116.8 494.1 551810.88 similar unserviceable, dismantled or waste material by mechanical transport including 1 loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including 2.8 dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 2.8.1 All kinds of soil. cum 52 260.3 13535.6 2.25 Filling available excavated earth (excluding cum 45 196 8820 rock) in trenches, plinth, sides of foundations 3 etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 7.0 STONE WORK 7.24S MISCELLANEOUS STONE WORK Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white 7.33 cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. 4 7.33.2 White sand stone Sqm 55 14994.15 824678.25 9.0 WOOD AND P.V.C. WORK 9.105S GYPSUM BOARD PARTITIONS BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and 9.147 necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Three track three panels sliding window with two glazed & one wire mesh panels with 9.147.A4 Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. 9.147.A4.1 Using R2 series with frame (70 mm & above) x Sqm 12.96 10993.55 142476.41 (40 mm & above) & both glazed and fly screen 5 sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). Fixed window / ventilator without mullion / 9.147.C1 transom. 9.147.C1.2 Using R2 series with frame (39mm & above ) x Sqm .81 8054.75 6524.35 6 (39mm & above). (Height upto 1.2 meter) Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system 9.147.F1 with cylinder, zinc alloy (zamak) powder coated handles on both sides. 9.147.F1.1 Using R3 series with frame (55 mm & above) x Sqm 8 12496.05 99968.4 7 (50mm & above) & sash (55 mm & above) x (85mm & above) (Height upto 2.5 meter). 12.0 ROOFING 12.1S SHEET ROOFING 12.11 Extra for providing and fixing wind ties of 40x 6 Metre 120 195.6 23472 8 mm flat iron section. 12.37S RAIN WATER SPOUT AND PIPE Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 12.41 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY 9 12.41.1 75 mm diameter Metre 30 248.8 7464 10 12.41.2 110 mm diameter Metre 163 377.4 61516.2 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes 12.42 conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.4 Single tee without door 11 12.42.4.2 110x110x110 mm Each 10 221.35 2213.5 12.42.5 Bend 87.5 degree 12 12.42.5.1 75 mm bend Each 10 105.9 1059 13 12.42.5.2 110 mm bend Each 48 150.35 7216.8 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of 12.43 required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 14 12.43.2 110 mm Each 12 371.3 4455.6 12.50 Providing and fixing precoated galvanised iron Sqm 780 738.65 576147 profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have 15 protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 444 2434.25 1080807 16 equivalent design mix) 15.2.2 Nominal concrete 1:4:8 or leaner mix cum 447 1503.6 672109.2 17 (including equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 2.8 3551.25 9943.5 mechanical means including stacking of steel 18 bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of 15.7 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 19 15.7.4 In cement mortar cum 223 2060.2 459424.6 BIKANER DIVISION-ENGINEERING/NORTH WESTERN RLY Dismantling doors, windows and clerestory windows (steel or wood) shutter including 15.12 chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : 20 15.12.1 Of area 3 sq. metres and below Each 5 367.2 1836 Dismantling tile work in floors and roofs laid in 15.23 cement mortar including stacking material within 50 metres lead. 21 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 250 73.4 18350 15.56 Dismantling old plaster or skirting raking out Sqm 460 54.65 25139 joints and cleaning the surface for plaster 22 including disposal of rubbish to the dumping ground within 50 metres lead. 22.0 WATER PROOFING 22.1S General 22.22A P r o v i d i n g and applying fibre reinforced Sqm 384 563.1 216230.4 elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the 23 ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.41S NEW TECHNOLOGY ITEMS 26.56 Application of ZMB 60/equivalent solution (100 Sqm 100 371.25 37125 Kg ZMB 60/equivalent, 1 litre ZMB Nano Thinner, 20 litre water & 1 Litre Zycoprime/equivalent = 122 litre/kg) over already applied coat of Zycosil/equivalent & Zycoprime/equivalent solution on the top of all 24 the RCC plinth beams by brush/spray coat before erection of GFRG over RCC plinth beams in GF. In the case of upper floors 150 mm wide on floor slab for all the external walls, bath/toilet/wet areas (3 hrs drying time) before erection of wall panel on upper floors including erection of parapet wall. Total 4852322.69
Item Breakup - B-IRUSSOR-2021 items
JCB Backhoe Loaders 3DX Plus or similar with Hour minimum 1.10 cum bucket capacity Total 25920.60
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nit.pdf
NIT
General Condition
ATTACHMENT
GCC-2022-uptoACS104.3.25.pdf
ATTACHMENT
GCCACS11_compressed.pdf
ATTACHMENT
SplcondforNSitemforHisarbalancework.pdf Special conditions for NS items
ATTACHMENT
Specialconditionsforcivilwork.pdf
ATTACHMENT
Generalcondition01.04.26From01-26-27_compressed.pdf
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SplcondforNSitemforHisarbalancework.pdf
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