Construction work of Bal govind Chhapara Khas link road in Dist Kushinagar

Earth work in cutting or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc but including royality . as per S.I. NO. 253 (Excluding G.S.T.)

Granular Sub-base with Well Graded Material (Table 400-1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / tractor mounted appropriate equipment 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 clause 401 (Excluding G.S.T.)

WBM Grading -2 Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollar 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.grade 2 as per Technical specification clause 405. (Excluding G.S.T.)

WBM Grading -3 Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled 80-100 kN static rollar 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.grade 3 as per Technical specification clause 405. (Excluding G.S.T.)

Brick edging on both side of road with S.O.B. bricks on edge laid with mud mortor I/c labour & supply of bricks finished to required templeteand and in proper alignment and also I/c dressing ,ramming excavated soil as directed by Engineer In charge. (Excluding G.S.T.)

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm usingmannual means .as per technical specification cluause 502. (Excluding G.S.T.)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous granular surface cleaned with mechanical broom. (Excluding G.S.T.)

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 80-100 kN static rollar capacity, finished to required level and grades to be fallowed by seal coat ase per technical specification clause 508. (Excluding G.S.T.)

Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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 (Including all taxes required and hire charges of road roller & including Cost of bitumen ) (Excluding G.S.T.)

Cement Concrete Pavement Construction of un-reinforced, undowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade OPC 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 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. (Excluding G.S.T.)

Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253. (Excluding G.S.T.)

Box Culvert 4x5 and 2x5 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. (Excluding G.S.T.)

Plain cement concrete M-15 in open foundation complete as per Drawing and Technical Specification. (Excluding G.S.T.)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(Excluding G.S.T.)

Plain/Reinforced Cement Concrete for wall ans slab etc complete as per Drawing and Technical Specifications. (Excluding G.S.T.)

Plain/Reinforced Cement Concrete for wall ans slab etc complete as per Drawing and Technical Specifications. (Excluding G.S.T.)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . (Excluding G.S.T.)

Providing and laying Weep Hole. (Excluding G.S.T.)

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 (MORTH Specification2504) (Excluding G.S.T.)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification MoRTH Specification 2503 S.No. 15.1

900 mm Hume Pipe Culvert Earth work in excavation of foundation in ordinary soil including lift of 1.50m. and lead of 30m as per SI no.-251 (Excluding G.S.T.)

Brick ballast concrete 1:4:8 Nominal mix with cement,fine sand of FM 1.25 and brick ballast in foundion as per SI no.-275 (Excluding G.S.T.)

First class Brick masonry work with class 150 in 1:4 in Cement and f. sand in foundation and plinth as per SI no.-305 (Excluding G.S.T.)

struck pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 fine FM on brick work as per SI no. 574 (Excluding G.S.T.)

Supply of 900 NP-3 hume pipes (Excluding G.S.T.)

Supply of 900 NP-3 hume coller (Excluding G.S.T.)

Laying of 900 NP-3 hume coller (Excluding G.S.T.)

Earth work in filling on cushion on approach as per SI no.-253 (Excluding G.S.T.)

Maintenance of constructed road for next five year after completion of work shall be paid. as per GO No 17/2024/lk0-113/23-1-2024-23-1099-113/2023 yksd fuekZ.k foHkkx vuqHkkx&1 fnuakd 16-01-2024 ,oa dk;kZy; izeq[k vfHk;Urk ;krk;kr oxZ yks0fu0fo0 y[kuÅ dk i=kad&3689 lh&vks0 ih0 vkj0 ,e0 lh0@ewy&23&24 fnuakd 17-02-2024- Payment shall be done as per satisfaction of engineer in chage regarding maintenance work carried out by contractor (Including Labour Cess but GST will paid extra as applicable). 1st year Maintenance cost total construction of cost Item No. 1 to 11 Rs. 958487.51 @ Zero percent & for 2nd year @ 0.75%

For 3rd year @ 1.50%

For 4th year @ 2.25%

For 5th year @ 3.00%

Please Enable Macros to View BoQ information