Work of widening and strengthening of Pachokhara Narkhi Bartara Marg (Other District Road) to connect Block Headquarters Narkhi (02 lane) with 7.00 m wide road.

Amount

Construction of embankment 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 Ref.M 305 ,table No. 300-2 (Including cost of All material, labour, T&P etc. but excluding GST)

Construction of embankment 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 Ref.M 305 ,table No. 300-2 but carted earth from a distance of 1 KM. (Including cost of All material, labour, T&P etc. but excluding GST)

Scarifying the existing bitumenous surface to Required depth and disposal of scarified material as per Engineer-In-Charge. SL. No. 3.15 (305.4.3) (Including cost of All material, labour, T&P etc. but excluding GST)

Excavation in Soil with Dozer with lead upto 1000 metres Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Ref.M 301 (Including cost of All material, labour, T&P etc. but excluding GST)

Mechanically compacted Earth Work of Desired density of 95% of Proctor density In 15 cm SOR No. 253(A) (Including cost of All material, labour, T&P etc. but excluding GST)

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 to achieve the desired density, complete as per clause 401 By Mix in Place Method (Including cost of All material, labour, T&P etc. but excluding GST)

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 with in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying Using Mechanical Paver as per Morth Sr No.4.14 (406 A) (Including cost of All material, labour, T&P etc. but excluding GST)

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (Including cost of All material as per Morth Sr No.5.1 (502 A) labour, T&P etc. but excluding GST)

Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.as per Morth SL No. 5.1 (502) (i) (Including cost of All material, labour, T&P etc. but excluding GST)

Providing and laying dense graded bituminous macadam grading II with higher capacity 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 MoRTH specification clause No. 505 complete in all respects (Including cost of All material, labour, T&P etc. but excluding GST)

Providing and laying bituminous concrete grading II with higher capacity 120 TPH HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 (Including cost of All material, labour, T&P etc. but excluding GST)

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 be less then 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 Morth clause (601) (Including cost of All material, labour, T&P etc. but excluding GST)

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 as per Morth clause (602) (Including cost of All material, labour, T&P etc. but excluding GST)

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m 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 30m from the foundation trenches. SOR No 251.Chapter No.4 (Including cost of All material, labour, T&P etc. but excluding GST)

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. SOR No.4.1 Chapter-5 (Including cost of All material, labour, T&P etc. but excluding GST)

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.SOR No.4.1 Chapter-5 (Including cost of All material, labour, T&P etc. but excluding GST)

Providing and laying in position specified grade of reinforced cement concrete in Raft foundation, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level in :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) SOR No- 5.1 Chapter No-5 (Including cost of All material, labour, T&P etc. but excluding GST & Steel)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. SL.No. 9.16, 1600 (Including cost of All material, labour, T&P etc. but excluding GST)

Plain/Reinforced Cement Concrete M30 in Open Foundation complete as per Drawing and Technical Specifications1500, 1700 & 2100. (Including cost of All material, labour, T&P etc. but excluding GST & Steel)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 710.1.4.of IRC:78 & 2200 (Including cost of All material, labour, T&P etc. but excluding GST)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Morth 2504,710.1.4.of IRC:78 and 2200 (Including cost of All material, labour, T&P etc. but excluding GST)

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). (Including cost of All material, labour, T&P etc. but excluding GST) SOR No. 694 CH-17

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). (Including cost of All material, labour, T&P etc. but excluding GST) SOR No. 692 CH-17

Plain/Reinforced Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700, 2100 (Including cost of All material, labour, T&P etc. but excluding GST)

RCC Grade M25 Using Concrete mixer, Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications 1500,1700 & 2100. (Including cost of All material, labour, T&P etc. but excluding GST)

Providing P.V.C pipe 75 mm dia for weep whole including of all material T & P etc requried for proper completion of the work (Including cost of All material, labour, T&P etc. but excluding GST) Ch. No. 1

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to conforming MoRT&H Specification and as per details given IRC -5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc.., as per approved drawing and at locations directed by the Engineer, all as specified. (Area-0.243 Sqm./Meter, Single Face) (Including cost of All material, labour, T&P etc. but excluding GST) Morth Sr No. 811

Class-150 non modular brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. (Including cost of All material, labour, T&P etc. but excluding GST) SOR No. 6.8 Ch-6

Providing struck/Ruled cement pointing in 1:2 cement, coarse sand mortar ch-13 578 (Including cost of All material, labour, T&P etc. but excluding GST) SOR No.578 Ch No.-13

Providing and laying 1000 mm Dia reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular material in single row with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (Including cost of All material, labour, T&P etc. but excluding GST)

Providing and laying 600 mm Dia reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular material in single row with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (Including cost of All material, labour, T&P etc. but excluding GST)

Providing and laying 350 mm Dia reinforced cement concrete pipe NP-3 for culvert on first class bedding of granular material in single row with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (Including cost of All material, labour, T&P etc but excluding GST)

Garg Re Surfacing and Construction

M/S SHREE RAM CONSTRUCTION

RAJEEV KUMAR CONTRACTOR PVT LTD

M/s Kaiser Construction Engineers and Contractor

SHYAMA CONSTRUCTION