Balance Development work of Sector-2, Greater Noida.

Part-A (Road work) Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of grith upto 30cms. measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. Out side periphery of area cleared. (SOR-20/259(i))

Same as above 259(i) above but grass only (SOR-20/259(a)

Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. 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 with lead upto 50 metres. (DSR-18/16.1)

Supplying and stacking at site. (DSR-18/16.3)

90mm to 45 mm size stone aggregate (DSR-18/16.3.1)

63mm to 45 mm size stone aggregate (DSR-18/16.3.2)

53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3)

Supplying and stacking at site.: Moorum. (DSR-18/16.3.10)

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity 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 . (DSR-18/16.4)

Surface dressing Providing and laying surface dressing as wearing course in single coad using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller (MORTH-20/509/5.06)

Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1)

Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.25 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder [email protected]% of mix and filler transporting the hot mix to work site laying with hydrostatic paver finsher with sensor control to the required grade, level and alignment rolling with smooth, wheeled, vibrator and tendom roller to achieve the desired compaction as per MORTH specification clause 507 complete in all respect (MORTH/507(B)/5.05)

30mm compacted thickness with bitumen peretration of [email protected]% by weight of total mix

Part-B (Drain work) Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)

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

8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)

Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)

RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II)

Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level

Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR)

Part-C (Water work) Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)

P.V.C. Pipe (6Kg/Sqcm pressure) Kissan/Supreme Quality or Equivalent: (SOR-20/33)

110mm Dia (SOR-20/33(iii)

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : (DSR-18/18.31)

100 mm diameter: Class II (DSR-18/18.31.1.2)

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : (DSR-18/18.59)

100 mm dia (DSR-18/18.59.3)

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 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 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 : (DSR-18/18.33)

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-18/18.33.1)

Part-D (Sewer work) Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)

Supply of ISI marked RCC s&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings, (AR/GNIDA)

250mm dia NP-3 pipe AR

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-3 pipe of following diameter including centring shuttering but excluding excavation as per approved. (GNIDA/AR)

250mm dia NP-3 pipe (DSR-18/AR)

Laying of NP-3 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)

250mm dia NP-3 class

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside 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 40 mm nominal size), and making necessary channel 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, all complete as per standard design : (DSR-18/19.9)

0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be 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 centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : (DSR-18/19.9.1)

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/19.9.1.1)

Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m: With common burnt 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 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 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 : (DSR-18/18.33)

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (DSR-18/18.33.1)

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-3 pipe of following diameter including centring shuttering but excluding excavation as per approved. (GNIDA/AR)

150mm dia NP-3 pipe (DSR-18/AR)

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (DSR-18/19.34)

150 mm dia (DSR-18/19.34.2)

Labour cess and GST will be paid extra as per Govt. orders.