Construction of 30mt wide Road infront of Plot No-06 to Commercial Plot in Sector-24A, YEIDA. WC-04

Road Part,Clearing grass and removal of the rubbish up to a distance of 50 m Outside the periphery of the area cleared.

Supplying and laying of good earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, All Leads. UPPWD/AR-301

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DAR-2018/16.2/Based on UPPWD/SOR-2020)

Supplying and stacking at site. 90 mm to 45 mm size stone aggregate DAR-16/1 6.3. 1/P-240

63 mm to 45 mm size stone aggregate DAR-16/1 6.3. 2/P-240

53 mm to 22.4mm size stone aggregate DAR-16/1 6.3. 3/P-240

Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road! vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening! binding material to fill up interstices of coarse aggregate watering and compacting to the required density. DAR-16/16.4/P-240

Supplying and stacking of Moorum at site.AR

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With F.P.S. bricks of class designation 150

Bitumen tack coat over painted surface including cost of bitumen VG 10 including maintenance of sides patries and watering them during opration including supply of labour machine, fuel, t & p required for proper completion of work as per most specification no. 502 and as per direction of engineer incharge with 2.5 kg of bitumen for 10 sqm.

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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 tonne capacity, and finishing to required level and grade CRMB- 55.A/R/MOST/25

Providing and carting of following dia rcc hume pipe s&s NP-3 class &specials in site of work lowering the same into trenches in depth up to alignment jointing with 1;2 cement morter in coarse sand including excavation of earth below invert level of pipe.250 mm dia

Constructing masonry Chamber 60x60x75 cm, inside with 150 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.l. surface box 350x350 mm. top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design: With F.P.S. bricks DAR-18/18.36.1

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DAR-18/4.1.8

Brick work with FPS bricks of class designation 150 in foundation and plinth in: Cement mortar 1:4 (1 cement, : 4 coarse sand) DAR-18/6.1.2

12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) DAR-18/13.4.2

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DAR-18/16.69

White washing with lime to give an even shade New work (three or more coats) DAR-18/13.37.1

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. DAR-18/16.62

Royality Supplying and stacking at site. 90 mm to 45 mm size stone aggregate DAR-16/1 6.3. 1/P-240

63 mm to 45 mm size stone aggregate DAR-16/1 6.3. 2/P-240

53 mm to 22.5 mm size stone aggregate DAR-16/1 6.3. 3/P-240

Royality Supplying and stacking of Moorum at site.AR

Royality Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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 tonne capacity, and finishing to required level and grade CRMB-55.A/R/MOST/25

Drain Part,Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete (Where Machine not reached/Move)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). DAR-18 / 4.1.8

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete.DAR-18 /5.9.1

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DAR-18 / 5.9.2

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering,shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable All work upto plinth level DAR-18/5.33.1

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Cold twisted bars DAR-18 / 5.22.6

Sewer Part;Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete a.0.00 - 1.50 m B.G.L

Extra 20% for under subsoil condition a.1.50 - 3.00 m B.G.L

Supply and laying of ISI marked R.C.C. NP-2 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia;a. 250mm dia

Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP- 2 pipe of following diameter including centring shuttering but excluding excavation as per approved. 250mm dia

Supply and laying of ISI marked R.C.C. NP-3 pipes of following sizes including carting, loading, unloading, at godown, including all taxes and levies & rubeer rings.of following dia 250 dia

300 mm dia

350mm dia

Extra 20% for under subsoil condition 250 mm dia

300mm dia

350mm dia

Supplying and stacking at site.90 mm to 45 mm size stone aggregate.

Royality

Extra 20% for under subsoil condition

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Extra 20% for under subsoil condition

Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) DAR-13/4.1.3

Extra 20% for under subsoil condition

Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete.

Extra 20% for under subsoil condition

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bar DAR-13/5.22.6

Extra 20% for under subsoil condition

Constructing brick masonary circular type manhole 1.52m internal dia at bottom and 0.56m dia at top with 150 class designation FPS bricks in cement mortar 1:4 (1 cement : 4 coarse sand) inside and outside above ground level cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design. 1.52 m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal dia meter conforming to IS 12592. Total weight of cover and frame not less than 182 Kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring shuttering, Supply and fixing Poly propelene foot rest & excluding excavation all complete.DAR-18 / 19.13.1.1

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m With burnt clay bricks of class designation 150 DAR-18 /19.14.1.1

Construction of RCC core conical manhole 1.50m internal dia at bottom and 0.56m dia top and 4.95 m deep in or under sub soli water .Brick massonary with 150 class designation FPS bricks in cement mortar 1:4(cement : coarse sand) and RCC core in cement concrete proportion 1:1 1/2 :3(1 cement: 1 1/2 coarse sand:3 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8(1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) over 100 mm dry stone soiling of 40 mm aggregate with 20% blinding material such as moorum etc. well consolidated with steel rammers necessary shuttering etc. inlide out side plastering 12mm thick with cement mortar 1:3(1 cement:3 coarse sand) finished with a floating coat of neat cement and making cunnette in cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including providing and embedding of 12 mm poly propelene coated foot rest 300 mm centre to centre and embedded in cement concrete

EXTRA DEPTH For 1.50 m internal dia 4.95 m deep conical manhole of composite section.

Brick work with brick of class designationm-150 in foundation and plinth in cementmorter 1:4 (1cement ; 6coarse sand) D.A.R./ 2013/ P-99/ 6.1.1

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

2.5% maintance for road work

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