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| 1 | CONSTRUCTION OF KHAKRON TO ISURWARA ROAD INCLUDING ELECTRIFICATION WORK LENGTH 4.50 KM PAC 498.61 LACS (2nd Call) Please Enable Macros to View BoQ information Annexure-G NIT Schedule for the Construction of Khakrone to Isurwara Road [Including Electrification Work (Total Length - 4.50 Km)] As Per New S.O.R W.E.F.- 11-04-2025(With Ammendment) & E/M- S.O.R- 01/01/2024 PAC Amount: 498.61 Lacs S NO ITEM OF WORK QUANTITY RATE UNIT AMOUNT |
| 2 | \\"2.2 Clearing and Grubbing Road LandClearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.\\"A. In area of light jungle |
| 3 | 3.3 Excavation for roadwork in soil with hydraulic excavator includincutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. |
| 4 | \\" 3.14 Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials CBR>7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. |
| 5 | \\"3.13 Embankment Construction with Material Obtained from Borrow Pits- Construction of embankment with approved material having CBR>7obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.\\" |
| 6 | \\"4.2 Crusher Run Macadam Sub Base/Base CourseProviding crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (ii) For 37.5 mm maximum size\\" |
| 7 | \\" 4.3 Wet Mix Macadam- 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. |
| 8 | 4.16 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400. |
| 9 | 5.1 Prime coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications. |
| 10 | 5.3 Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer) |
| 11 | 5.5 Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications.b) Using Drum Mix Plant of appropriate capacity and paver finisher.(ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) |
| 12 | 5.9 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tone capacity, finished to required level and grades all complete as per clause 510 of specification.(i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than 75 tones/hour. |
| 13 | 5.11 Seal Coat Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats, all complete as per clause 511 of Specification. (ii) Case - II : Type B (Providing and laying of premix sand seal coat using HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen VG 30 of suitable grade all complete as per clause 511 of specification. |
| 14 | 6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect. |
| 15 | \\" 6.3 Construction of un-reinforced, dowel jointed, plain cementconcrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. |
| 16 | 6.8 Providing and fixing Steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.(a) Mild steel confirming to IS: 432:1982I) |
| 17 | 6.15 Providing and laying reinforced cement concrete pipe 300mm dia NP-4 for service ducts below concrete pavement. (a) 300mm Dia. 100.0 850.0 Rm 85000.0 (b) 600mm Dia. 25.0 4250.0 Rm 106250.0 |
| 18 | \\"8.3 Retro- reflectorised Traffic signsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. viii) 60 cm circular 3.0 4078.0 Each 12234.0 x) 80 mm x 60 mm rectangular 2.0 5391.0 Each 10782.0 Xiii) 60 cm x 60 cm square 2.0 4593.0 Each 9186.0 |
| 19 | \\"8.36 Kilo Metre StoneReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc\\"(i) 5th kilometre stone (precast) (ii) Ordinary Kilometer stone (Precast) 5.0 2131.0 No.s 10655.0 (iii) Hectometer stone (Precast) 19.0 621.0 No.s 11799.0 |
| 20 | \\" 8.8 (Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed overAluminium composite material sheet with thermoplastic core ofLow density polyethylene (LDPE) between two thick skins/sheetsof aluminium with overall thickness of 4mm and aluminium skinof thickness 0.3 on both side, the ACM shall conform to Table800-1 of specification and High Intensity Micro Prismatck GradeSheeting shall conform to Table 800-3 of specification. Theprinting on the high intensity grade sheeting shall conform toClause 801.3.7 with water based latex optimized transparent ink asspecified by the sheeting manufacturer, supported on compositesign post of size 75mmx33.55mmx34.99 mm (5mm thick) made ofAluminium composite material in accordance to IRC 67-2010fixed to ground by means of properly designed foundation withM15 grade concrete 450x450x600mm. The ACM sheet shall befixed to the post with minimum two number breakaway bolts.(Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed overAluminium composite material sheet with thermoplastic core ofLow density polyethylene (LDPE) between two thick skins/sheetsof aluminium with overall thickness of 4mm and aluminium skinof thickness 0.3 on both side, the ACM shall conform to Table800-1 of specification and High Intensity Micro Prismatck GradeSheeting shall conform to Table 800-3 of specification. Theprinting on the high intensity grade sheeting shall conform toClause 801.3.7 with water based latex optimized transparent ink asspecified by the sheeting manufacturer, supported on compositesign post of size 75mmx33.55mmx34.99 mm (5mm thick) made ofAluminium composite material in accordance to IRC 67-2010fixed to ground by means of properly designed foundation withM15 grade concrete 450x450x600mm. The ACM sheet shall befixed to the post with minimum two number breakaway bolts. |
| 21 | 8.38 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 all complete as per clause 803 of specifications. |
| 22 | \\"12.1 A (Page - 58)\\" Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material etc. and as per relevant clauses of section 300 & 2100 inI) Ordinary soil B) Mechanical Means i) Up to 3.0m Depth Ordinary Rock (ii) 3 m to 6 m depth 388.995 251.0 cum 97638.0 IV) Hard Rock 388.995 1030.0 cum 400665.0 Recovery of Hard Rock -388.995 100.0 cum -38900.0 |
| 23 | \\"9.1 PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.\\" |
| 24 | 9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. |
| 25 | \\"9.2 Laying Reinforced Cement Concrete Pipe NP4/ prestrssed concrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.\\"A 1000 mm dia |
| 26 | \\"9.3 Providing and Laying Reinforced Cement Concrete Pipe NP 4/prestrssed concrete pipe on first class bedding in double row.Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding ofgranular material (cost of bedding included) in double rowincluding fixing collar with cement mortar 1:2 but excludingexcavation, protection works, backfilling, concrete and masonryworks in head walls and parapets. A 1000 mm dia |
| 27 | \\"9.4 Providing and Laying Reinforced cement concrete pipe NP4 / prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in triple row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of section-2900.. B 1000 mm dia |
| 28 | \\"9.5 Add for every additional row in item 9.4 above.B 1000 MM Dia. |
| 29 | \\"12.3 (Page - 58)\\" Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. |
| 30 | \\"14.4 Supplying, fitting and placing HYSD bars reinforcement in superstructure complete as per confirming to IS 1786:2000 drawing and technical specifications as per relevant clauses of section 1600.(i) FE 500 |
| 31 | \\"13.8 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.A Granular material |
| 32 | \\"14.11 Providing and laying Cement concrete wearing coat 75 mm thickwith M-30 grade concrete with cement , coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate notexceeding 19 mm, mixed in a batching and mixing plant as perapproved mix design, transported to site, laid with static paver,spread, compacted and finished with power trowel in a continuous operation including provision of admixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications. |
| 33 | \\"12.6 Provdiing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . (i)Concrete with plant (Drum Type) and placing.B PCC M20 |
| 34 | \\"12.6 Provdiing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . (i)Concrete with plant (Drum Type) and placing.E RCC M-25 |
| 35 | \\"12.33 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.FE 500 |
| 36 | \\"13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (B) PCC Grade M-20 |
| 37 | \\"13.1 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. (F) RCC Grade M-25 |
| 38 | \\"13.4 Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.FE 500 |
| 39 | \\"14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in (B) RCC Grade M 25, a)Height upto 5m |
| 40 | \\"14.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in (C) RCC Grade M 30 (a) Height upto 5m |
| 41 | \\"13.9 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towardsthe wall and provided behind entire surface after abutment, return wall and wing wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 42 | \\"13.7 Providing weep holes in Brick masonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. |
| 43 | \\"14.24 Filler joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 44 | \\"13.16 Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398. |
| 45 | \\"14.18 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700. |
| 46 | \\"14.19 Reinforced cement concrete non-structural approach slab (Grade of concrete M 30) as per MOST standard drawing including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications |
| 47 | \\"16.4 Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.A Stone/Boulder |
| 48 | \\"16.5 Providing and laying suitable designed Filter material underneath pitching in slopes complete as per drawing and Technical specification Total - 49718224.0 Say Rs. (in Lacs) (A) : 497.18 Sub. Engineer Sub. Divisional Officer Executive Engineer P.W.D. (B&R) P.W.D. (B&R) P.W.D. (B&R) Sagar Sagar Sagar Superintendent Engineer Chief Engineer P.W.D. Sagar Circle Sagar P.W.D. Sagar Zone Sagar Electrification Work |
| 49 | 34.4.2 Painting of poles; Prima coat over new steel and other metallic surface with red oxide zinc chromide paint complete with supply of material labour etc. including preparation of surface. |
| 50 | 34.4.3 Prima coat with aluminium paint, brushing complete with material and labour including preparation of surface |
| 51 | 35.9 Dismantling of existing steel pole,R.S. Joist, girder with bracket clamp insulator or stay from the cement concrete foundation and making the site clear by refilling the pit to ground level i/c transportation to required destination within township. |
| 52 | 35.10 Dismantling of existing overhead ACSR, AAAC, GI, conductor and making the site clear i/c transportation to required destination within township. |
| 53 | 42.2.2 Supply of support for overhead line RS joist of I.S. standard including drilling of required hole etc. complete as required.D24 R.S. Joist 175x90 - 19.3 kg/metre H - Beam 152x152mm, Std weight 37.1 Kg/Mtr 5.0 2843.0 Metre 14215.0 |
| 54 | 42.4 Supplying of pre stressed cement concrete (PCC) pole conforming to IS: 785 at work site including required transportation. |
| 55 | 42.50 Supplying and drawing all aluminium alloy conductor (AAAC) of approved make conforming to IS 398-1979 Pt. IV, including binding at existing insulator, jointing, jumpering, tearing off, connecting etc. as required including clearing of obstacles (if any) AAAC 0.05 sq inch 0.1 61509.0 Km 6150.9 AAAC 0.075 sq inch (80 sq.mm Al. EQ.)- (Raccoon) 0.2 79735.0 Km 15947.0 AAAC 0.1 sq inch (80 sq.mm Al. EQ.)- (Raccoon) 0.12 104339.0 Km 12520.68 |
| 56 | 42.19 Erection of RS Joist pole/'H' beam/steel tubular/steel rail pole of length 7 metres but not exceeding 10 metres in cement concrete 1:3:6 (1 cement : 3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation andback refilling etc. as required. |
| 57 | 42.20 Erection of RS Joist pole/'H' beam/steel tubular/steel rail pole of length exceeding 10 metres but not exceeding 13 metres in cement concrete M-10 (1 cement:3 core sand: 6 graded stone aggregate 40mm nominal size) base, foundation, muffing including excavation and back refilling etc. as required. |
| 58 | 42.21 Erection of R.C.C./P.C.C. pole of length 8 meters but not exceeding 11 meters in brick ballast and ramming the foundation |
| 59 | 42.26 Supplying and erection of stay set complete (galvanized) 19mm. dia x 1.8 metre long stay rod anchor plate of size 300 mm x 300 mm x7.5mm thimble stay clamp, turn buckle (19mm dia x 600mm), 7/4.00mm dia G.I. stay wire etc. in cement concrete M-10 (1 Cement: 3 Coarse sand: 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as required. |
| 60 | 42.42 Supply, fabrication and erection of angle/channel/flat iron fitting for overhead line & sub-station etc such as 'D' bracket, cross arms, top clamp, 'V' cross arms, back/support clamp or other similar work etc. including nut bolts of required size, making holes, fabrication, welding, cutting, etc. and painting with one coat of red oxide paint & two coat of aluminium paint as required as per specification. |
| 61 | 42.52 Supplying and erection of 11KV (5 KN) polymer pin insulator complete with long steel head G.I. pin, nut, washer etc. as required. |
| 62 | 42.53 Supplying and erection of 11KV (45 KN) Polymer disc insulator for 11KV overhead lines with galvanized insulator fittings, ball and socket type, and complete with galvanized strain clamp, bolts, nuts washer etc. as required. |
| 63 | 42.68 Supply, laying and fixing of G.I. earth coil of 4mm dia G.I. wire having 120 turns of nearly 50mm dia. and 3 mt. long tail in existing pit duly earthed with pole etc complete as required as per specification. |
| 64 | 42.69 Supplying and fixing 33/11/0.4 KV enamel coated danger board size 200x250mm with clamp on existing HT/LT structure/poles. |
| 65 | 42.91 Supplying & drawing/laying of PVC insulated XLPE aerial bunch power cable conductor H2/H4 grade aluminium solid/stranded conforming to IS-14255- 1995, alu. alloy insulated messenger 1100 volts grade cable of approved make in air with necessary material as per specification of required size as mentioned below –Single core cable(insulated neutral messenger) ; 3x50 sq.mm, 1x16(st. light), 1x35(insulated neutral |
| 66 | 42.92 Supplying & fixing of aerial bunch cable accessories suspension clamp i/c required attachment for single core cable of approved make on pole with clamp, necessary material as per specification for required size. |
| 67 | 42.93 Supplying &fixing of aerial bunch cable accessories tension clamp (dead end) i/c required attachment for single core cable of approved make in air with clamp, necessary material as per specification for required size. |
| 68 | 42.94 Supplying &fixing of spring loaded busbar screwless connector with enclosure of approved make including required clamp, nut, bolt, connection, testing as per specification to complete the job. 42.94.1.4 1Ph,1In+5 Out 42.94.2.2 3Ph,1In+4Out 1.0 5839.0 Each 5839.0 Total - 142857.0 Say Rs. (in Lacs) (B): 1.43 Total (A+B) 498.61 Sub. Engineer Sub. Divisional Officer Executive Engineer P.W.D. (B&R) P.W.D. (B&R) P.W.D. (B&R) Sagar Sagar Sagar Sub. Engineer Sub. Divisional Officer Executive Engineer P.W.D. (E/M) P.W.D. (E/M) P.W.D. (E/M) Sagar Sagar Sagar Superintendent Engineer Chief Engineer P.W.D. Sagar Circle Sagar P.W.D. Sagar Zone Sagar |
