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| 1 | Name of Work: Betwa Vihar Awasiy Yojna Phase-2 mein 24M Sadak Chaudikaran and Nala Nirman Karya.Note :-(1)- GST Excluded on the aforesaid work. |
| 2 | ROAD WORK (PART A) Clearing jungle including uprooting of rank vegetations grass, bush, wood trees and saplings of girth upto 30 cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared 259 SOR 2022 |
| 3 | Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site and spreading, grading to required slope and compacting to meet requirement of table 300-2. Analysed Rate |
| 4 | Cartage of surplus Stone dust upto 5 kms Distance from site etc. all complete 231(a) SOR 2025 |
| 5 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300-2. Analysed Rate |
| 6 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). Analysed Rate |
| 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Analysed Rate |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant or carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Analysed Rate |
| 9 | Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Analysed Rate |
| 10 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm Analysed Rate |
| 11 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Batch Type Hot Mix Plant of 100–120 TPH capacity. Analysed Rate |
| 12 | Providing and applying tack coat with bitumen (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.With rapid setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm Analysed Rate |
| 13 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Analysed Rate |
| 14 | Cement concrete with 4 cm (1.5\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T & P etc. required for proper completion of the work. SOR NO. 281 (2022) |
| 15 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 16.69 (2023) |
| 16 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work 13.52 + 13.52.2DSR(2023) |
| 17 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 11 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc.complete and as per direction of Engineer-in-charge. 16.63 DSR (2025) |
| 18 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) 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) 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.RPM( With Shank) 16.50 DSR(2023) |
| 19 | Providing and applying 2.5 mm thick road 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 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. 16.62 DSR(2023 |
| 20 | Providing and laying of 80mm Interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work. SOR (2022) New Item no. 3 (Page No. 61) |
| 21 | DRAIN WORK Providing and Running 5 HP Dewatering Pump Including POL (Diesel , Operator & all tools ) complete. Si No. 56 Page No. 33 SOR 2022 |
| 22 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer- in-charge upto a distance of 30 m. (100) fts) from the foundation trenches. As in item no (251) above but excavation in soil mixed with moorum/shingle/kankar requiring the use of special T&P such as pickaxes. sabbals etc 252 SOR (2022) |
| 23 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km.(5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of the work. (Rate is Including Royality) 255 SOR (2022) |
| 24 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 PWD Analysed rate |
| 25 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. PWD Analysed rate |
| 26 | Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications. RCC Grade M25 using batching plant, transit mixer & manual placing. PWD Analysed rate |
| 27 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. PWD Analysed rate |
| 28 | Electrical Work (Road) Supply & fixing of 9 mtr GI Octagonal Pole of approvedmake (top dia 70mm, Bottom dia 155 mm and base plate12mm thik) having 3mm thikness with Doublbracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation boltexcavation & back filling and Required T&P completein all respect. 646 PWD SOR(2018) |
| 29 | Supply and laying of aluminium conductor PVCinsulated armoured served sheathed cables 1100 Voltsgrade at a depth of 750 mm below ground level over acushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size oras directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properlyconnected with the earth conductor by clamps etc 50Sq.mm 3-1/2 core 501(L) PWD SOR(2018) |
| 30 | Supply and laying of aluminium conductor PVCinsulated armoured served sheathed cables 1100 Voltsgrade at a depth of 750 mm below ground level over acushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size oras directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properlyconnected with the earth conductor by clamps etc 35Sq.mm 3-1 core 501(K) PWD SOR(2018) |
| 31 | Supply and laying of aluminium conductor PVCinsulated armoured served sheathed cables 1100 Voltsgrade at a depth of 750 mm below ground level over acushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cablerun shall be fixed on M.S. clamps etc. of suitable size oras directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properlyconnected with the earth conductor by clamps etc 16Sq.mm 4Core 20a1.9 up PWD SOR(2024) |
| 32 | Supply and laying of following size DWC HDPE pipe ISI marking and along with all accessories like socket, bend couplers etc. Conforming to IS 14930, Part2 Complete with fitting and Cutting ,jointing etc. Direct in ground (75cm below ground level) including Excavation and refilling the trench but excluding snad cushioning and protective covering etc.complete as required. 14.16 PWD SOR(2024) |
| 33 | Supply and fixing of LED Street light Fitting havingdie cast aluminium body and diffuser with driver setsuitable for 140 to 150 Watt. Confirming to IP 66suitable for 140 to 150 Watt. Confirming to IP 66Protection complete in all respects CAT -AAA 1425 PWD SOR(2018) |
| 34 | Supply and burring of Safe Earthing Electrode T-39(Hot-Dip Galvanized), Length up to 3000mm, outer pipe76mm inner Dia 38mm terminal Dia 12 mm ,outer GIpipe of 16 SWG and inner GI pipe of 12 SWG with HotDip Galvanization up to 100 micron filled with crystallineconductive mixture (CCM) having anti corrosive &conductive property with 50 kgs activated soil (BFC)capable of reducing the soil resistivity with good mixturof retaining capacity along with 30cm square C.I. framewith hinged cover & masonary housing(From electrodeterminal to switch board, cost of 25 X 3 GI. Strip will be extra)Make: As approved in U.P. P.W.D., & C.P.R.I. Certified. 725(D) PWD SOR(2018) |
| 35 | Supply and laying of 25mm x 3mm G.I. strip from earthelectrode directly in the ground as required complete inall respect. 716 PWD SOR(2018) |
| 36 | Supply and wiring of submain with two number 2.5sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in existing PVC Conduit complete including Supply of all material, Labour T&P etc required for proper completing of work as per direction of Engineer in charge . |
| 37 | Supply and fixing of plain or pin type copper tin platedcable socket ( lug ) to the cable leads, insulating with tapeand making connection etc. complete in all respect as perdirection of the Engineer-Incharge. 50Sq.mm 504-g PWD SOR(2018) |
| 38 | Supply and fixing of plain or pin type copper tin platedcable socket ( lug ) to the cable leads, insulating with tapeand making connection etc. complete in all respect as perdirection of the Engineer-Incharge. 35Sq.mm 504-F PWD SOR(2018) |
| 39 | Supply and fixing of plain or pin type copper tin platedcable socket ( lug ) to the cable leads, insulating with tapeand making connection etc. complete in all respect as perdirection of the Engineer-Incharge. 16Sq.mm 504-D PWD SOR(2018) |
| 40 | Supply and fixing of brass nickle plated compressiongland for PVC insulated & armoured served sheathed underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properlyconnected with the earth as per direction of Engineer-in charge 50Sq.mm 3-1 core 503-(I) PWD SOR(2018) |
| 41 | Supply and fixing of brass nickle plated compressiongland for PVC insulated & armoured served sheathed underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properlyconnected with the earth as per direction of Engineer-in charge 35 Sq.mm 3-1 core 503-(k) PWD SOR(2018) |
| 42 | Numbering of Pole With as per direction of Engineer in Charge |
| 43 | Supply and fixing of Randum strip red and white on pole as per direction of Engineer in charge |
| 44 | cement concrete with 4cm (1.5\") gauge approved stone ballast ,approved course sand and cement in the proportion of 8:4:1 including supply of all materials,labour and T&P etc. required for proper completion of the work. 281 UP PWD SOR(2022) |
| 45 | Rcc work with cement approved coarse sand and 2cm (3/4\") gauge approved stone ballast in the proportion of 1:1.5:3 in RCC T Beam and slab roofs and Rcc coloumn excluding supply of Reinforced and its binding but including its fixing and binding the same with 24 B.w.G.I binding wire and including necessary centering and shuttering etc and also including supply of all materials,labour & T&P etc required for proper completion of work .Binding wire cost being include in this item. 288(1) PWD SOR(2022) |
| 46 | Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over a rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastege & overlapping & hooks. 504 PWD SOR(2022) |
| 47 | Supply & Fixing of CCMS Panel with Software complete as per Direction of Engineerin Charge . Note - CCMS Panel should be connected with Nagar Nigam Jhansi CCMS Control Room. As Per Nagar NIGAM |
| 48 | 12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive.(II) 1Cement :4 Fine sand 17.58 PWD SOR(2022) |
| 49 | S/F of 6 AMP to 32 AMP DP MCB for controlling of Street light, including cost of din mounting Rail, Connection strip Earth link etc complete in all respect |
| 50 | S&F of 63 Amp 415V metal clad T.P rewireable type witch fuse unit on angle iron bracket complete in all respect 313 PWD SOR(2018) Please Enable Macros to View BoQ information |
