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| 1 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with “2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :: 22.1 All in kinds of soil I/c as per DSR 2023 code 2.2.1 |
| 2 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : DSR 18.35.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 I/c as per Dsr 2023 code 18.35.1 |
| 3 | Running of 5 HP pump for dewatering including arrangement of pump suction and delivery pipes and other accessories at site including cost of POL I/c as per UPPWD SOR S.I no 6NS I/c |
| 4 | Extra rates for quantities of works, executed: 2.24.1 In or under water and/or liquid mud, including pumping out water as requiredExtra due to slow progress and dewatering: 20% of the rate of the item metre depth (20% of the rate of the item. The extra percentage in rate is applicable in respect of each item but limited to quantities of work executed in difficult condition.) I/c as per dsr 2023 code DSR 2.24.1 |
| 5 | Taking out existing CC interlocking 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.I/c as per Dsr 2023 code 16.83 |
| 6 | Laying old cement cocrete interlocking 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 Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). I/c as per DSR 2023 code 16.84 |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) I/c as per DSR 2023 code 15.2.1 |
| 8 | Cutting bajri paths and making good the same including supply of extra quantities of brick aggregate, moorum and red bajri required. For Balua Road MH-32 to MH-34 DSR 16.14 |
| 9 | Removing all types of hume pipe and stacking within a lead of 1000m including E/w and dismantling of masnory works as as per technical specification clause 202(a) upto 600mm dia hume pipe I/c as per UPPWD SOR S.I no 8.2.13.a |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including 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. All kinds of soil.I/c as per DSR 2023 code 2.8.1 |
| 11 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.5 m I/c as per DSR 2023 code 2.16.2 Depth exceeding 0 m but not exceeding 3 m |
| 12 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.5 m I/c as per DSR 2023 code 2.16.3 Depth exceeding 3 m but not exceeding 4.5 m |
| 13 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered DSR 2.20.2 Depth exceeding 1.5 m but not exceeding 3 m |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) I/c as per DSR 2023 code 4.1.3 |
| 15 | Supply of RCC hume pipe NP-3 including only spigot & socketed type joints , confirming to BIS specification as per IS:458:2003 AS per uppwd S.I no 11(750mm nominal dia rcc hume pipe) |
| 16 | Supply of RCC hume pipe NP-3 including only spigot & socketed type joints , confirming to BIS specification as per IS:458:2003 AS per uppwd S.I no 11(350mm nominal dia rcc hume pipe) |
| 17 | Laying & Jointing of RCC spun/Hume pipe with spigots etc. complete, in construction of culvert jointing with cement mortar excluding cost of pipe and coller.I/c as per uppwd sor 2012 S.I no 29, NP-3 Pipes of Length 2.50 meter.Dia upto 600mm to 750mm (for 750mm) |
| 18 | Laying & Jointing of RCC spun/Hume pipe with spigots etc. complete, in construction of culvert jointing with cement mortar excluding cost of pipe and coller.I/c as per uppwd sor 2012 S.I no 29, NP-3 Pipes of Length 2.50 meter.Dia upto 200mm to 450mm (for 750mm) |
| 19 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 (1 mm nominal size), and making necessary channel in cement concrete 1:2:4 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 HD-20 m deep with S.F.R.C. cover and frame (heavy duty, grade designation) diameter conforming to 1.8. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 I/c as per DSR 2023 code 19.9.1.1 |
| 20 | Extra depth for circular type manhole 0.91m internal dia at bottom beyond 0.91 to 1.67m:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 I/c as per dsr 2023 code 19.10.1 |
| 21 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 (1 mm nominal size) and making necessary channel in cement concrete 1:2:4 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 HD- not m 20 deep with SFRC Cover and frame (heavy duty grade designation) 560 mm internal diameter conforming to 1.8. 12592, total weight of cover and frame to be less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 I/c as per DSR 2023 code 19.13.1.1 |
| 22 | Extra depth for circular type manhole 1.52m internal dia at bottom beyond 2.30m:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 I/c as per dsr 2023 code 19.14.1 |
| 23 | 12 mm cement plaster of mix : 1 :4 DSR 13.1.1 Outer Side ( Detailed Measurement is attached) |
| 24 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design DSR 19.15.1 With 20x20 mm square bar ( Detailed Measurement is attached) |
| 25 | Disposal of earth or other extra material from site including cortage of earth or other extra material all I/c as per analysis upto a distance of 8.00 km |
| 26 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). DSR 16.81 |
| 27 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 28 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 29 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 30 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502 |
| 31 | Providing and applying tack coat with Emulsion RS1 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 32 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm - 11.2 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORd specific. 508 |
| 33 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 ( By Mechanical Mean ) |
| 34 | Brick edging on both side of road Technical Specification Clause 412 |
| 35 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 36 | Supply and fixing imformatory sign board . Please Enable Macros to View BoQ information |
