Improvement/ provision of Roads along with allied works at various railway colonies in the section of Sr.DEN-V/LKO. (Estimate No. 186-2026)

Item Breakup - A-All DSR-2021 ITEMS (INCLUSIVE ALL TAXES WITH GST)

0051 Hydraulic Excavator of 1 cum bucket Total 400000.00 Item- 02 SH: 2.0 EARTH WORK S No. Item Description of Item Unit Qty Rate Amount No 1 2.8.1 2.8.1 "Earth work in excavation by mechanical cum 700.00 218.60 153020.00 means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - All kinds of soil." Total 153020.00 Item- 03 SH: 4.0 CONCRETE WORK S No. Item Description of Item Unit Qty Rate Amount No 1 4.1.3 4.1.3 Providing and laying in position cement cum 100.00 7365.15 736515.00 concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand (Zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) Total 736515.00 Item- 04 SH: 5.0 REINFORCED CEMENT CONCRETE S No. Item Description of Item Unit Qty Rate Amount No 1 5..35 5..35 Add for using extra cement in the items Quintal 200.00 688.45 137690.00 of design mix over and above the specified cement content therein. 2 5.1.2 5.1.2 "Providing and laying in position cum 750.00 8364.20 6273150.00 specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level -1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)" 3 5.22.6 5.22.6 Steel reinforcement for R.C.C. work Kg 60000.00 89.65 5379000.00 including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 4 5.9.1 "Centering and shuttering including strutting, Sqm 3000.00 332.10 996300.00 propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete " Total 12786140.00 Item- 05 SH: 6.0 MASONRY WORK S No. Item Description of Item Unit Qty Rate Amount No 1 6.1.2 6.1.2 Brick work with common burnt clay F.P.S. cum 220.00 6658.25 1464815.00 (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Total 1464815.00 Item- 06 SH: 13.0 FINISHING LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY S No. Item Description of Item Unit Qty Rate Amount No 1 13.3.1 13.3.1 20 mm cement plaster of mix : 1:4 (1 Sqm 800.00 402.15 321720.00 cement: 4 fine sand) Total 321720.00 Item- 07 SH : 15.0 DISMANTLING AND DEMOLISHING S No. Item Description of Item Unit Qty Rate Amount No 1 15.59 15.59 "Dismantling of flexible pavement cum 150.00 347.90 52185.00 (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge." 2 15.60 15@46<10@Disposal of building rubbish / cum 1200.00 219.35 263220.00 malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Total 315405.00 Item- 08 SH: 16.0 (ROAD WORK) S No. Item Description of Item Unit Qty Rate Amount No 1 16.4 16.4 Laying, spreading and compacting stone cum 2000.00 865.80 1731600.00 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 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 . 2 16.75 16.75 Providing and laying C.C. pavement of cum 700.00 8277.55 5794285.00 mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 3 16.83 16.83 "Taking out existing CC interlocking Sqm 8500.00 108.65 923525.00 paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge." 4 16.84 16.84 "Laying old cement cocrete interlocking Sqm 8500.00 362.30 3079550.00 paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost)." 5 16.3.3 16.3.3 Supplying and stacking at site. 53 mm cum 1840.00 1837.25 3380540.00 to 22.4 mm size stone aggregate LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY 6 16.30.1 16.30.1 Providing and applying tack coat using Sqm 7500.00 45.20 339000.00 hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm 7 16.30.2 16.30.2 Providing and applying tack coat using Sqm 9000.00 36.60 329400.00 hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm 8 16.33.1 16.33.1 2.5 cm premix carpet surfacing with Sqm 9000.00 227.00 2043000.00 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt 9 16.36.1 16.36.1 Providing and laying Bitumen Sqm 3000.00 414.20 1242600.00 Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. 10 16.57.1 Providing and laying Bituminous concrete cum 350.00 10870.75 3804762.50 using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY 11 16.91.2 Providing and laying factory made chamfered Sqm 8100.00 1011.20 8190720.00 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 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. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. Total 30858982.50 Item- 09 SH:18.0 WATER SUPPLY S No. Item Description of Item Unit Qty Rate Amount No 1 18.10.1 18.10.1 Providing and fixing G.I. pipes Metre 50.00 304.15 15207.50 complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 15 mm dia nominal bore 2 18.10.2 18.10.2 Providing and fixing G.I. pipes Metre 75.00 373.35 28001.25 complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 20 mm dia nominal bore 3 18.10.5 18.10.5 Providing and fixing G.I. pipes Metre 100.00 725.15 72515.00 complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 40 mm dia nominal bore 4 18.10.6 18.10.6 Providing and fixing G.I. pipes Metre 200.00 893.20 178640.00 complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. 50 mm dia nominal bore 5 18.12.8 18.12.8 Providing and fixing G.I. pipes Metre 200.00 919.10 183820.00 complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore 6 18.13.1 18.13.1 Making connection of G.I. distribution Each 20.00 757.10 15142.00 branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore 7 18.13.2 18.13.2 Making connection of G.I. distribution Each 20.00 1513.70 30274.00 branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore Total 523599.75 Item- 10 SH:19.0 (DRAINAGE) S No. Item Description of Item Unit Qty Rate Amount No 1 19.6.4 19.6.4 Providing and laying non-pressure NP2 Metre 250.00 902.05 225512.50 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 300 mm dia. R.C.C. pipe Total 225512.50

A-All DSR-2021 ITEMS (INCLUSIVE ALL TAXES WITH GST) 42271238.84 Below/P