Internal Development (Balance Work) and Rising of C.C. Road in Village Ajayabpur and C.C. Road (Near Railway Station), Greater Noida.

ROAD WORK

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M 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 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only. (SOR- 251a)

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR-2018/16.1

Dry brick on edge flooring in required pattern with bricks of class designation 75 on a bed of 12mm mud mortar including filling joints with Jamuna sand with common burnt clay non modular bricks DSR-2018/11.2

Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)

PCC Grade M25 using batching plant transit mixer & manual placing . MORTH-20 Item no. 9.06 D/Case-II

Providing and laying I shaped interlocking tiles Rubber Moulded 80mm thick precast cement concrete having plan dimension 200x (160+120mm) with compressive strength not be less than 40Mpa (M-40 and weight 5Kg, laid in required pattern over and including average 50mm thick compacted bed fine sand and filling the joints with fine sand all complete as per direction of Engineer-in-Charge with conforming to ISI-15658-2006 (SOR/A.R) Grey colour.

DRAIN WORK

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M 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 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only. (SOR- 251a)

Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)

M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-305a

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-20/279

Same as above item no. 279 but with 2cm gauge stone grit instead of 4 cm gauge stone ballast SOR Item no. 279(a)

12mm cement plaster of mix:

1:6 (1 cement: 6 coarse sand) DSR-13/13.4.2

2 Cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer incharge in the proportion as by the manufacturer including supply of all materials, labour. Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary.UPPWD/SOR-2020, item no.-360

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (Sail Steel)

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR-18/10.25.2

SEWER WORK

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M 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 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only. (SOR- 251a)

Supply of ISI market RCC NP-2 pipes of following size including carting loading unloading at godown including all taxes and levies & rubber rings.

250 mm. dia NP-2 pipe

Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)

250 mm dia NP-2 pipe

Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)

150 mm dia NP-2 pipe

Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)

150 mm dia NP-2 pipe

Providing and laying in position cement concrete of 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 centering and shuttering but excluding excavation as per approved.

250 mm dia NP-2 pipe

Providing and laying in position cement concrete of 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 centering and shuttering but excluding excavation as per approved.

150 mm dia NP-2 pipe

Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement: 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 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:

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal diameter conforming to l.S. 12592, total weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): with common burnt clay F.P.S ( non modular) bricks class designation- 7.5 (DSR-18/19.9.1.1)

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m With common brunt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/19.10.1)

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 : 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 common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-18/18.33.1)

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : I fine sand) including testing of joints etc. complete:

150 mm dia (DSR-18/19.34.2)

M-150 Brick Work1:4 one cement & four Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. SOR-305a

12mm cement plaster of mix:

1:6 (1cement: 6 coarse sand) (DSR-18/13.4.2)

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SOR-20/279

Same as above item no. 279 but with 2cm gauge stone grit instead of 4 cm gauge stone ballast SOR Item no. 279(a)

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. (DSR-16/19.16)

WATER SUPPLY WORK

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M, and lead upto 30 M 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 30 M from the foundaiton trenches. (Where machine can not reach/move). For Building work only. (SOR- 251a)

Providing and fixing uPVC pipe (6.0Kg per Sqcm pressure) kisan/supreme quality or equivalent including all uPVC fittings this includings jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External Work

90MM Dia

Providing and fixing G.l. pipes complete with G.l. fittings including trenching and refilling etc. External work

15 mm dia. nominal bore (DSR-18/18.12.1)

Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work).

15 mm nominal bore (DSR-18/18.46.1/AR)

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main:

15 mm nominal bore (DSR-18/18.20.1/SOR)

Labour Cess and GST will be paid extra as per govt. orders

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