Internal Development Work of 4 and 6 Percent Abadi Plots in Village Junpat, Greater Noida.

Part-A : (Road work)

Cleaning jungle including up rooting of rank,vegetations grass,push,wood trees and samplings of grith upto 30 cms measured at a height of 1 M. above ground level and removal of the rubbish up to a distance of 50 m Outside the periphery of the area cleared. SOR-20/259(i)/4.06

Excavation for road work in soil with hydrulic excavator 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 embankement loction within all lifts and lead upto 5000 M. (MORTH-20/301/3.06)

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2)

Supplying and stacking at site.

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

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

53 mm to 22.4 mm size stone aggregate (DSR-18/16.3.3)

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. DSR-18/16.4

Supplying and stacking at site.

Moorum. DSR-18/16.3.10

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 7.5m DSR-18/16.7.1

Providing and applying tack coat with bitumen grade VG-10 using bitumen pressure distributor at the rate of 0.5 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Bituminous Concrete Grading-II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder crmb-55 @ 5.4 percent 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

30mm compacted thickness with bitumen of grade CRMB-55

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 foundation trenches. (Where machine con not reach/move). For Building work only (SOR-20/251a)

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)

250 mm dia NP-3 pipe

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)

250 mm dia NP-3 pipe

Constructing masonry chamber 60x60x75 cm. inside, in bricks 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) 12mm 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

Part-B (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 foundation trenches. (Where machine con not reach/move). For Building work only (SOR-20/251a)

Cement Concrete with 4 cm 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. SOR-20/281

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20, Item No. /9.06/E/case-II)

Steel reinforcement for R.C.C. 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-2018/5.22.6)

Part-C (Sewerage 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-20/251(A))

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 AR GNIDA

250 mm dia NP-2

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

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

250 mm dia NP-2

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 AR GNIDA

250 mm dia NP-3

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)

250 mm dia NP-3

Cement Concrete with 4 cm 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.

250 mm dia NP-3

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 AR GNIDA

150 mm dia NP-2

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

Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

150 mm dia NP-2 pipe

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 :

0.91 m deep with SFRC 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) :

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 brick masonry circular type manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 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:

1.68m 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 all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): With common brunt clay F.P.S (non modular) bricks of class designation 7.5 (DSR-18/19.11.1)

Extra depth for circular type manhole 1 .22m internal dia (at bottom) beyond 1.68 m to 2.29 m:

With common brunt clay F.P.S (non modular) bricks of class designation 7.5 (DSR-18/19.12.1.1)

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (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:

2.3Cm deep with SFRC Cover and frame (heavy duty HO-20 grade designation) 560mm internal diameter conforming to l.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 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately): With common brunt clay F.P.S (non modular) bricks of class designation 7.5 (DSR-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 D.S.R./2018/19.14.1.1

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. DSR-16/19.16.1

Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. 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 ) 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 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

Cement Concrete with 4 cm 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. SOR-20/281

M-150 Brick Work in 1:4 cement & Coarse sand 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-20/305(A)

Part-D (Water Supply Work)

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 for building work only (Where) Machine not reached/Move)

0.00 ΤΟ 1.50 M (SOR-20/251a)

Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/GNIDA)

90 mm dia (O.D.)

110 mm dia (O.D.)

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

15 mm dia nominal bore. (DSR-13/18.12.1/P-320)

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

15mm nominal bore (DSR-13/18.46.1/P-327)

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

15 mm nominal bore (DSR-13/18.20.1/P-322)

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):

80.00 mm dia (DSR-18/18.59.2/AR)

Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).

100 mm diameter Class-I (DSR-18/18.31.1.1)

Constructing masonry chamber 60x60x75 cm. inside, in bricks 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) 12mm thick finished with a floating coat of neat cement complete as per standard design:

With common brunt clay (non modular) bricks of class designation 7.5 (DSR-18/18.33.1/AR)

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