Widening and strengthening of Palra Pailani Road (Other District Road) in District Banda including 5 year Maintenance

Amount

Excavation for road work in soil with hydraulic excavator of 0-90cum bucket capacity including cutting 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 within all lifts and lead upto 1000m.As per MORTH specifications No.-301

Construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No-305

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compaction to meet requirement of Table 300-2

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 at achieve the desired density, complete as per clause 401

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406

Providing laying, spreading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixe material by tipper to site, laying 1% OPC cement and 3.5% Emlusion in uniform single layer on sub base/subgrade and compacting with the road roller to acheive the desire density. (ETA) complete as per direction of engineer in charge

Providing and applying tack coat with VG-10 using bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H Clause 503. complete as per direction of engineer in charge

Providing and laying bituminous concreate with batch type hot mix plant producing an average outpur of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 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 Morth Specification clause 509 complete in all respects complete as per direction of engineer in charge

Construction of Shoulder/Patri with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compaction to meet requirement of Table 300-2 complete as per direction of engineer in charge

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 less than 150 kg per 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 complete as per Morth specification no-601 & direction of engineer in charge.

Construction of un-reinforced, Plain jointed, plain cement concrete pavement (M-35 Grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 complete as per Morth specification no-602 & direction of engineer in charge

Providing and insrting 12 mm dia tie rod with approved fixing compound affter drilling holes for grouting as per technical Specifications including subsequent cutting / removal and sealing of the hole as necessary of nipples affter completion of grouting with cement/epoxy complete as per Morth specification no-2800 & direction of engineer in charge

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 complete as per Morth specification no-304 & direction of engineer in charge

Sand Filling in Foundation Trenches as per Drawing & Technical Specification complete as per Morth specification no-304 & direction of engineer in charge

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 complete as per Morth specification no-304 & direction of engineer in charge

Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii)

Plain/Reinforced Cement Concrete M-25 with (20mm Stone Grit+10 mm Stone grit+Coarse sand+OPC cement @ 400kg/cum) in Slab, Wall, Cover Drain & Culverts etc complete as per Drawing and Technical Specifications 1500, 1700 & 2100

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. complete as per Morth specification no-1600 & direction of engineer in charge

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications complete as per Morth specification no-1300 & 2200 and direction of engineer in charge

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications complete as per Morth specification no-1300 & 2200 and direction of engineer in charge

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications complete as per Morth specification no-1500, 1700 & 2100 and direction of engineer in charge

Providing weep holes with 50 t0 75mm dia PVC pipe complete as per Morth specification and direction of engineer in charge

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification complete as per Morth specification no-710.1.4.of IRC:78 & 2200 and direction of engineer in charge

Providing and laying reinforced concrete pipe NP4 1000mm dia in single/Multiple rows for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) complete as per direction of engineer in charge

Construction of Speed table As Per Letter No-9452MT/80MT/General / 2024 Dated 29-07-2024 As per Drawing & as directed by Engineer-in-charge.

Providing and laying of hot applied thermoplastic compound 15 mm thick Repeated Bar including reflectorising glass beads @ 250gms per sqm area, thickness of 15mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes. complete as per direction of engineer in charge

Providing and laying of hot applied thermoplastic compound 5 mm thick Repeated Bar including reflectorising glass beads @ 250gms per sqm area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes complete as per direction of engineer in charge

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes complete as per direction of engineer in charge

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (30cmx90cm rectangular Hazard Marker) complete as per direction of engineer in charge

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (50cmx60cm rectangular Double Chevron) complete as per direction of engineer in charge

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (60cm circular Maximum Speed Limit Board) complete as per direction of engineer in charge

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (75cm hight octagonal Stop Board) complete as per direction of engineer in charge

Supply and fixing and Erection of built up overhead structure 12m-15m, span comprising of two vertical post 6mtr height made up to 300mm N.B. Heavy class M.S. Pipe as vertical welded with 10mm M.S. Plate at top & 12mm MS Plate at bottom. The Horizontal truss shall comprise of 50mm dia heavy class M.S. Pipe and 40mm dia heavy MS Pipe as bracing and 10mm MS plate at bottom for fixing to vertical post per structure desing and dwaring with one of steel primer and two coats of synthetic enamel paint. The Work including construction at RCC foundation of ste 0.90x0.90mm of required depth as per site condition for built up structure including earth work in excavation 100mm thick layer concrete in 1:4:8 (Cement coarse sand and 40mm GSB) R.C.C. with 1:2:4 (Cement coarse sand and 20mm stone grit) including supply and fixing of 28mm dia foundation bolts 800mm long as per provision of structure desing including cost of reinforcement & structuring the lateral vertical clearance complete as per direction of engineer in charge

Supply of reflection sign board made out of 4mm thick aluminium sheet face to be fully covered with heat activated high intensity grade encapsulated lens type Retro Reflective Sheetng as per colour required. The retro Reflective sheet shal be procesed on base aluminum subtract by heat lamp vaccum aoolicator signs, letters and symbol shall be cut be computerised cutting machine and fabricated cut of high intensity grade sheeting/screen printing. Board are to supplied along with back supported angle iron frame of 35x35x5mm back side of the aluminium sheet shall be painted with stove enamel process complete as per direction of engineer in charge

Maintenance of widening & strengthening work including crack sealing spot patching including restroration of rain cuts and dressing of side slop / berms making up of berms / shoulders maintenance of drain, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road sign, speed breakers standing tree at adjacent of road wherever required maintenance of 200m stone (Hectometre) and kilometer stones, cutting of branches of trees, shrub and trimming of glass and weeds etc while washing of parapet including CD work, paiting of guard stones, refixing of displaced gaurd stone (As per Performance index Annexure-1) mentioned in GO No-17/2024/ sa-113/23-1-2024-23-1099/113 /2023 dated 16-01-2024 & E-in-C Letter No-3689/C-OPRMC / MUL-2023-24 dated 17-02-2024 subjected to approval from Govt. Maintenance of 1st Year after completion of work @ 0% of total cost of widening & strengthening work

Maintenance cost for 2nd Year @ 0.25 % cost of widening & strengthening work

Maintenance cost for 3rd Year @ 0.50 % cost of widening & strengthening work

Maintenance cost for 4th Year @ 0.75 % cost of widening & strengthening work

Maintenance cost for 5th Year @ 1.00 % cost of widening & strengthening work

M/s Bundelkhand Construction Company (BID ID -4858874)

M/S SURESH CHANDRA GUPTA (BID ID -4861208)