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Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
3 Aug 2026, 3:00 pm
At GLPT-Extension of High level PF-1 to accommodate full length train, 6 bays P.P shed at PF-2, development of station circulating area & approach Road.
35-ENGG-RNY-2026-27
35-ENGG-RNY-2026-27
Open
10 Months
Unknown (Unspecified Location)
₹0
₹8.4 L
10 Jul 2026
10 Jul 2026
20 Jul 2026
Item Breakup - A-DSR-2023 Item
Item Breakup - B-DSR-2023 Item
Item Breakup - C-DSR-2023 Item
Item Breakup - D-DSR-2023 Item
Jamuna sand, with common burnt clay non modular bricks. 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match 11.26 the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 5 11.26.1 25 mm thick Sqm 605.63 1948.25 1179918.65 11.41S VITRIFIED FLOOR TILES RANGIYA DIVISION-ENGINEERING/N F RLY Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 11.56 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Sqm 129.28 4481.3 579342.46 6 Cherry/Ruby Red or equivalent 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 7 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 2812.4 347.05 976043.42 13.20S PEBBLE DASH PLASTER 13.26 Providing and applying plaster of paris putty of Sqm 706.2 262.7 185518.74 2 mm thickness over plastered surface to 8 prepare the surface even and smooth complete. 13.44S EXTERIOR FINISHING Finishing walls with Acrylic Smooth exterior 13.46 paint of required shade : 13.46.1 New work (Two or more coat applied @ 1.67 Sqm 2812.4 160.6 451671.44 9 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) 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 cum 11 2434.25 26776.75 10 (including equivalent design mix) 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. 11 15.7.4 In cement mortar cum 4 2060.2 8240.8 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 12 16.3.1 90 mm to 45 mm size stone aggregate cum 130 2098.4 272792 13 16.3.3 53 mm to 22.4 mm size stone aggregate cum 130 1842.3 239499 16.4 Laying, spreading and compacting stone cum 260 1046.95 272207 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 14 grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.9 Scarifying metalled (water-bound) road Sqm 3400 33.3 113220 surface including disposal of rubbish, lead upto
received from scarifying with power road roller of 8 to 10 tonne capacity. 16.30S PREMIX CARPET RANGIYA DIVISION-ENGINEERING/N F RLY Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the 16.30 bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 16 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 4800 60.5 290400 17 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 4800 48.2 231360 Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size 16.37 at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 18 16.37.1 25 mm thick Sqm 4176.5 854.15 3567357.48 16.49S MISCELLANEOUS 16.50 Providing and fixing Glow studs of size 100x20 Each 150 206.3 30945 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) 19 degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. 16.62 Providing and applying 2.5 mm thick road Sqm 214 747.8 160029.2 marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater 20 and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. RANGIYA DIVISION-ENGINEERING/N F RLY 16.89 Providing and laying matt finished vitrified tile Sqm 126 1455.65 183411.9 of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 21 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge. 16.90 Providing and laying tactile tile (for vision Sqm 48 2017.6 96844.8 impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, 22 multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick 16.91 compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade Sqm 630 1091.5 687645 23 with approved color design and pattern. 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal 18.6 stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work 24 18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11) Metre 160 597.75 95640 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 25 18.17.5 65 mm nominal bore Each 3 1742.15 5226.45 Total 12337778.96 Item- 2 Miscellanous work for provision of P.P Shed S No. Item Description of Item Unit Qty Rate Amount No 11.0 FLOORING 11.1S General RANGIYA DIVISION-ENGINEERING/N F RLY 11.2 Dry brick on edge flooring in required pattern Sqm 48 792.05 38018.4 with bricks of class designation 7.5 on a bed of
Jamuna sand, with common burnt clay non modular bricks. 11.41S VITRIFIED FLOOR TILES Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required pattern in linear portion of the building all complete as per architectural drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of cement 11.51 mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with pigment to match the marble shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.51.1 18 mm thick Italian Marble stone slab, Perlato, Sqm 40 6603.35 264134 2 Rosso Verona, Fire Red or Dark Emperador etc. 12.0 ROOFING 12.37S RAIN WATER SPOUT AND PIPE 12.50 Providing and fixing precoated galvanised iron Sqm 960 738.65 709104 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 3 should have 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. Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For colour, coating shall be 5-7 12.66 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete : 12.66.6 Precoated/mill finish aluminium Gutter (600 Metre 96 1808.65 173630.4 4 mm over all girth) 13.0 FINISHING 13.44S EXTERIOR FINISHING Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 5 13.63.1 Two or more coats on new work Sqm 900 146.8 132120 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES RANGIYA DIVISION-ENGINEERING/N F RLY 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 6 18.9.10 150 mm nominal dia Pipes Metre 60 6822.7 409362 Total 1726368.80
Item Breakup - E-NS item
Supplying, manufacturing, fitting and fixing in Each position of M-35 Grade precast RCC passengers platform wall as per NRHQE(P)s Drg number P-209-MS 2014 including the cost of cement, Reinforcement (i.e cost also includes cutting, hooking, bending and binding of reinforcement) centering. shuttering. finishing. admixtures in recommended proportion to accelerate, retard, setting of concrete, cost of transportation loading unloading, x-ing of track, nallah etc. Rate also includes cost of hiring of Hydra crane fuels driver operator for unloading fixing of precast wall in true line and level as per direction of engineer or authorised representative. No extra payment will be given for any kind of taxes, royalties etc. [N/S]
Supplying, unscreened shingle (Ave. % of sand to shingle is 50: 50 & max. limit 60: 40) for road and other works as per direction of the engineer or his authorised representative at site, including all leads, lifts, descends & carraying by truck, whereever necessary, arranged by the Contractor's at his own cost including spreading in layers of 30cm or less, levelling, dressing with mechanical/manual compaction as per given profile and as per N.F. Rly standard specification & special condition corrected upto date. The rate includes royalty, mpnopoly, all taxes and other charges complete in all respect. [N/S]
Supplying and laying of 180 mm dia OD PN-8 RM (SDR-17) (Wall thickness: Min = 10.6 mm & Max = 11.8 mm) (Pressure rating 8 Bar 8.158 Kg/Sq.cm) (Material grade: PE 100) HDPE (High density polyethylene) pipes with fittings as per I.S. 4984 2016 complete as per direction of the Engineer or his authorised representative at site, including all leads, lifts, descends & carraying by truck, whereever necessary, arranged by the Contractor's at his own cost. The rate includes all taxes and other charges complete in all respect. [N/S] Total 2400386.27
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TD35-ENGG-RNY-2026-27.pdf
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2026_03_13AdvanceCorrectionSlipNo_11.pdf ACS11
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2026_03_13AdvanceCorrectionSlipNo_11.pdf
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