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| 1 | ROAD WORK |
| 2 | Cleaning jungle including uprooting of trank,vegetations grass, bush, wood trees and samplings of grith upto 30 cms measured at a height of 1 M. above ground level and removal of the rubbish up to a distance of 50 m Outside the periphery of the area cleared. SOR-20/259(i) |
| 3 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and 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 from the foundaiton trenches. (Where machine can not reach/move). For Building work only. (SOR-20 251a) |
| 4 | Depth from 00 to 1.50 m below |
| 5 | Cement stabilisation for improving sub-grade laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with soil stabilizer with 2 percent cement,,anually spread grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade. MORTH/402(ii)/403B |
| 6 | 200mm thick compacted thickness |
| 7 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 MORTH/305/3.18 |
| 8 | Lead upto 5 km |
| 9 | Lead upto 10 km |
| 10 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR-2018/16.1 |
| 11 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2/ AR) |
| 12 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 MORTH-401 |
| 13 | Wet mix macadam (plant mix method)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 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 as per technical specification clause 406 of morth |
| 14 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. (DSR-18/16.7.1) |
| 15 | With common brunt clay F.P.S (non modular) brick of class designation 7.5 |
| 16 | Providing and applying primer coat with SS1 grade bitumen emulsion onprepared surface of granular Base including clearing of road surface and spraying primer at the rate of 10 kg/sqm using mechanical means. MORTH 502(ii) (As per CRRI recommandation) |
| 17 | On granular base such as WBM and WMM surface with 10 kg of bitumen for 10 sqm |
| 18 | Providing and applying tack coat with bitumen VG- 10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechnical broom. MORTH 503 (iii) (as per CRRI recommandation) |
| 19 | Providing and applying tack coat with bitumen VG- 10 using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechnical broom. MORTH 503 (ii) (as per CRRI recommandation) |
| 20 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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 MoRT&H specification clause No. 505 complete in all respects. |
| 21 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 percent 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. VG-40 As per CRRI recommandation MORTH 507 |
| 22 | Supply of R.C.C. Hume pipe NP-3 (S&D Type) ISI Marks S.O.R. 38.1 |
| 23 | 350 mm dia NP-3 pipe |
| 24 | Laying NP-3 R.C.C. S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 Coarse sand) including testing of joints etc. complete |
| 25 | 350 mm dia NP-3 pipe |
| 26 | Constructing masonry Chamber 90x90x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. surface box 100 mm. top diameter, 160mm bottom diameter 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) i/c 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: With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-18/18.34.1) |
| 27 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Sail Steel) |
| 29 | Thero-mechanically treated bars of grade fe-500D or more. (DSR-18/.5.22.6) |
| 30 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. 9.06/E/case-II ) |
| 31 | Providing wall putty on new surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats. SOR-New Item /15.22 |
| 32 | Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work.(UPPWD/SOR-2020/660) |
| 33 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (MORTH/SOR-2020/New Item/Sr.No. 19.01) |
| 34 | Retro-Reflectorised Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and nformatory sign as per IRC :67 made of high intensity grade sheeting, vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm angel mounted on a mild steel circular pipe 65NB 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x45 cmx 60 cm, 60 cm below ground level as per approved drawing. MORTH |
| 35 | The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20 degree and 30 degree, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have grooves across the length to make the reflective sheets vandal-proof, ) The retro refective sheeting shall be tested for 3 year outdoor weathering lest in Indian conditions as per IRC 67:2012 & proof of the same in form of government report shall be uploaded which quoting tender. If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill, The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer. |
| 36 | Reflective Raised Pavement Markers (Road Studs / Cat Eye) Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrite) or HIPS (Hi- impact Polystyrene) or aa acrylonitrile butadiens styrenc (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 351 5° to base and area of each retro- reflecting surface shall not be less than 13.0 Sącm road studs shall be legibly marked with name trade mark or other means of denfification of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm. RPM (with shank) as per ASTM |
| 37 | DRAIN WORK |
| 38 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M and 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 from the foundation trenches. (Where machine can not reach/move). For Building work only. (SOR- 20/251a) |
| 39 | Depth from 00 to 1.50 mtr below |
| 40 | Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281) |
| 41 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.(Sail Steel) |
| 42 | Thero-mechanically treated bars of grade Fe-500D or more (DSR-18/.5.22.6) |
| 43 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. /9.06/E/case-II) |
| 44 | Providing and fixing PVC pipe (6kg/sqm. Pressure) 160 mm dia |
| 45 | PRECAST WORK |
| 46 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297-1982 conforming to IS: 10297-1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note: Excess/less cement over the specified cement content used as per design mix is payable / recoverable separately. |
| 47 | Concrete grade- M-40 (Cement content 400kg) 200 mm thick hollow core slab (AOR Based on DSR-18/26.73.1.) |
| 48 | Extra for using M-50 (cement content 425kg) instead of M-40 200 mm thick hollow core slab (AOR Bsaed on DSR-18/26.73.2) |
| 49 | Providing & laying in position Prestressing steel strands (low relaxation) on hollow core bed by using mechanical pulling arrangement like Rabbit/Bed master including all accessories for Stressing & destressing operations as per approved make conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction of Engineer-in-charge. (AOR BASED ON DSR-18/26.75) |
| 50 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading, unloading & stacking at site with the help of required capacity cranes. |
| 51 | Lead within 15 km (AOR Based on DSR-18/26.76.1) |
| 52 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. |
| 53 | Prestressed hollow core slab upto 200 mm thickness (AOR Based on DSR-18/26.77.1) |
| 54 | Labour Cess and GST will be paid extra as per govt. orders Please Enable Macros to View BoQ information |
