Strengthening work of Chhata Shergarh Naujheel Bajna Gomat Road (MDR139) in District. Mathura

Amount

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 MoRT&H Specification 406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.50% emulsion in Uniform single layer on sub base/subgrade and compacting with the road roller to achieve th desire density.

DENSE GRADED BITUMINOUS MACADAM Providing and laying Dense Graded Bituminous Macadam with Hot Mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade premixed with bituminous binder @ 4.50% by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 507 Complete in all respects.

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Mechanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work.

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Mechanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work.

Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade premixed with bituminous binder VG-40 @ 5.40% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with to the required grade, level and alignment, rolling with smooth Wheeled vibratory & Tandom Rollars to acheive the desired compaction as per MORT&H Specifications clause 509 Complete in all respects.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. transportings to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2. as per MORT&H 3.18 (305) SOR No.20, Ch.No.-20

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, 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.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum 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.

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per DSR No. 4.1.8, Ch. No.-05

R.C.C. work Providing and laying in position specified grade of reinforced cement concrete, Slab including the cost of centering, shuttering, finishing and excluding reinforcement, Above plinth level upto fifth floor lable 1:1.5:3 (1 cement:1.5 coarse sand : 3 graded stone) as per SOR DSR No.-5.1.2, Ch. No.-5

Class-150 brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I. No. 6.8, Ch.No.-6

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.(coarse sand not less than in 2.36 FM) as per SI.No.-4.1.6, Ch.-05

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. as per S.I. 4.1.3, Ch.No.-5

12mm Cement plaster 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement as per S.I. No. 13.9.1 Ch.No.-13

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub structure complete as per Drawing and Technical Specifications. As per MoRT&H specification No.13.06 (1600 & 2200)

Plain/Reinforced cement concrete in(M-30) in Open Foundation Complete as per Drawing And Technical Specification .As per Morth and Specification no 12.8G case-ll

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical As per Morth and Specification no 13.05

Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C case-ll

Supply & laying of Granular Material (6.7 mm guage stone grit) in bedding Complete as dwawing and technical specification.

Supply and laying & fixing of NP-3 (350mm) Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification..

Supply and laying & fixing of NP-3 (600mm) Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification..

Supply and laying & fixing of NP-3 (900mm) Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification..

Supply and laying & fixing of NP-3 (1000mm) Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification..

Construction of Embankment with material obtained from Borrow pits - Construction of embankment with approved material obtained from borrow pits with all lifts and leads, spreading, grading to required slope and transporting to site, compacting to meet requirement of Table 300-2. (Lead 2.00 Km) (SI.No.-3.16)

Pointing on tile brick work with cement mortar 1:3 (1 cement 3 coarse sand) :Flush / Ruled / Struck or weathered pointing. As per S.I. No. 13.32.1, CH.No.-13

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling watering and rolling the same with three wheel road roller 80-100 kN as per technical specification clause-412, Ch.No.-20

Construction of granular sub-base by providing granular 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 to achieve the desired density, complete as per clause 401. As per MoRT&H clause 401(b).

Sand filling in foundation including supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. required for proper completion of work (Lead upto 30m & lift 1.5m) (S.I. No.-255)

Providing & Fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification as per MoRT&H Specification No.-14(ii)

P.V.C. pipe 110mm dia I.S.I. Make (working presure for weep hole) as per direction of Engineer In charge. Ch-1 SI.No.-30 (13)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification complete as per derection of engineer incharge. As per Sr. no. 15.5 MoRTH specification 2504

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). as per S.I no 692.Ch. No. 17

Supply & Fixing of KM,Stone. as per IRC Specification.

Supply & Fixing of HM,Stone. as per IRC Specification.

M/s Akash Deep Construction Compnay

M/S RISHIKA CONSTRUCTION

M/S R P INFRAVENTURE PRIVATE LIMITED