Provision of one deep tubewell with pump & Replacement of existing pipe line at JPL under ADEN/JPL.

1 Description:- Drilling bore hole by direct circulating method up to 60m. 610mm dia

2 Description:- Drilling bore hole by direct circulating method up to 60m to 240m, 450mm dia.

3 Description:- S/L MSER W Pipe 7mm thick 350mm dia

4 Description:- S/L MSER W Pipe 7mm thick 200mm dia

5 Description:- S & F PEA Gravel

6 Description:- S&F MS Well cap 350mm dia

7 Description:- Development of deep tube well by compressor.

8 Description:- Development of deep tube well by other process.

9 Description:- S&F Well plug 200mm dia

10 Description:- S/L MSER W Pipe 7mm thick 75x3mm slotted

samples of different strata in suitable containers with all tools & plants etc complete in all respect). DDU DIVISION-ENGINEERING/EAST CENTRAL RLY S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-All Items of schedule-B 3280790.43 Below/P ar 2.6.1 45.00 cum 177.50 7987.50 12.00 8946.00 Description:- EARTH WORK // General // Earth work in excavation by mechanical means

as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. // All kinds of soil 11.2 120.00 Sqm 792.05 95046.00 12.00 106451.52

class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. 4.1.6 25.00 cum 7178.75 179468.75 12.00 201005.00 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) 6.1.2 30.00 cum 7132.25 213967.50 12.00 239643.60

modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement :

modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:6 (1 cement : 6 coarse sand) 5.33.1.1 2.00 cum 9504.75 19009.50 12.00 21290.64 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 12.00 cum 9860.40 118324.80 12.00 132523.78 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.9.5 15.00 Sqm 736.40 11046.00 12.00 12371.52

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers 5.9.3 20.00 Sqm 927.25 18545.00 12.00 20770.40

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.19 6.00 Sqm 951.10 5706.60 12.00 6391.39

including strutting, propping etc. and removal of form for // Weather shade, Chajjas, corbels etc., including edges 5.9.16.1 16.00 Metre 208.55 3336.80 12.00 3737.22

including strutting, propping etc. and removal of form for // Edges of slabs and breaks in floors and walls // Under 20 cm wide 4.1.3 20.00 cum 7878.50 157570.00 12.00 176478.40 DDU DIVISION-ENGINEERING/EAST CENTRAL RLY Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 13.5.2 95.00 Sqm 395.35 37558.25 12.00 42065.24

rough side of single or half brick wall of mix: // 1:6 (1 cement: 6 coarse sand) 13.4.2 95.00 Sqm 343.65 32646.75 12.00 36564.36

plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. // 20 mm cement plaster 11.4 50.00 Sqm 978.45 48922.50 12.00 54793.20 Description:- FLOORING // General // 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. 13.37.1 50.00 Sqm 39.05 1952.50 12.00 2186.80

give an even shade : // New work (two or more coats) with a base coat of white washing with lime 13.44.1 150.00 Sqm 116.90 17535.00 12.00 19639.20

paint of required shade : // New work (Two or more coats applied @ 3.84 kg/10 sqm) 13.62.1 40.00 Sqm 226.25 9050.00 12.00 10136.00 Description:- FINISHING // EXTERIOR FINISHING // Painting with synthetic enamel paint of

new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 9.48.1 160.00 Kg 219.10 35056.00 12.00 39262.72

M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. // Fixed to steel windows by welding 10.1 400.00 Kg 117.35 46940.00 12.00 52572.80

without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 18.31.3.2 7.00 Each 7312.40 51186.80 12.00 57329.22

fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 150 mm diameter // Class II 18.31.1.2 6.00 Each 4985.85 29915.10 12.00 33504.91

fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class II 18.59.3 2.00 Each 8893.00 17786.00 12.00 19920.32

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) : // 100 mm dia 5.22.4 1100.00 Kg 107.85 118635.00 12.00 132871.20

reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Hot rolled deformed bars 18.36.1 10.00 Each 10354.95 103549.50 12.00 115975.44 DDU DIVISION-ENGINEERING/EAST CENTRAL RLY Description:- WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse 27 sand) for fire hydrants, with C.I.surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ) , including 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 18.12.8 304.00 Metre 1041.70 316676.80 12.00 354678.02

fittings including trenching and refilling etc. External work // 80 mm dia nominal bore 18.12.6 350.00 Metre 762.15 266752.50 12.00 298762.80

fittings including trenching and refilling etc. External work // 50 mm dia nominal bore 18.12.5 330.00 Metre 617.05 203626.50 12.00 228061.68

fittings including trenching and refilling etc. External work // 40 mm dia nominal bore 18.12.2 60.00 Metre 368.60 22116.00 12.00 24769.92

fittings including trenching and refilling etc. External work // 20 mm dia nominal bore 18.12.3 450.00 Metre 467.75 210487.50 12.00 235746.00

fittings including trenching and refilling etc. External work // 25 mm dia nominal bore 18.12.1 147.00 Metre 322.15 47356.05 12.00 53038.78

fittings including trenching and refilling etc. External work // 15 mm dia nominal bore 18.46.1 43.00 Each 318.35 13689.05 12.00 15331.74

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 18.46.2 5.00 Each 346.80 1734.00 12.00 1942.08

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 20 mm nominal bore 18.46.3 40.00 Each 439.25 17570.00 12.00 19678.40

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 25 mm nominal bore 18.46.5 20.00 Each 631.30 12626.00 12.00 14141.12

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 40 mm nominal bore 18.46.6 14.00 Each 823.80 11533.20 12.00 12917.18

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 50 mm nominal bore 18.46.8 15.00 Each 1207.95 18119.25 12.00 20293.56

fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 80 mm nominal bore 18.13.1 37.00 Each 911.90 33740.30 12.00 37789.14

with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : // 25 to 40 mm nominal bore 18.13.2 20.00 Each 1785.35 35707.00 12.00 39991.84

with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : // 50 to 80 mm nominal bore 10.25.2 200.00 Kg 172.60 34520.00 12.00 38662.40 Description:- STEEL WORK // General // Steel work welded in built up sections/ framed work,

using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DDU DIVISION-ENGINEERING/EAST CENTRAL RLY 18.48 5000.00 Per Litre 11.00 55000.00 12.00 61600.00 Description:- WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and

and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.