Connecting line Chatra Koma

Government of West Bengal
Office of The Executive Engineer
Birbhum Division, P. H. Engineering Dte.
P.H.E. Complex, S.P. More, P.O. Suri, Dist.:- Birbhum.
SCHEDULE
Name of Work :- Connecting line from tube -well to CWR at Palsita village for CHATRA- KOMA W/S Scheme under
Birbhum Sadar Sub-Division within Birbhum Division, PHE Dte. (Sl. No.3)
Sl.
No.
1
2
3
4
Description of Items
E.W in excavation of foundation trenches or drains in all sorts of (including mixed soil but
excluding Laterite or sand stone) including removing spreading or stacking the spoils within a
lead of 75m. as directed. The items includes. necy. Trimming the si
a) Depth of excavation not exceeding 1.5M
i) Add extra for excavation in moorum soil.
E.W. in filling in foundation trenches with good earth in layers not exceeding 15cm. Include.
Watering & ramming etc. layer by layer all complete. (With earth obtained from excavation of
foundation.) (Payment to be made on measurement of finished quantity
i)with earth obtained from excavation of foundation.
Cutting chase upto 125 X 150 mm and subsiquant mending of damages complete as per direction
of EIC.
In brick wall
Qty
Rate
Unit
900 cum
400 cum
12047.00 %CUM
2290.00 %CUM
108423.00
9160.00
900 cum
7831.00 %CUM
70479.00
3
282.00
m
3
339.00
164.00
m3
492.00
291.00
m3
873.00
3 cum
94.00
m
In concrete wall
3 cum
113.00
Cutting holes and subsequent mending good of damages.
b) Diameter exceding 150mm but not exceding 300mm
i) In Brick Works
3 cum
ii) In concrete work (Plain or RCC) Cement 4.6Kg/Mt
3 cum
Filling in foundation or plinth by silver sand in layers not exceeding 150mm. as directed and
5 consolidating same by thorough saturation with water ramming complete include the cost of
supply of sand. (Payment to be made on measurement of finished quantity
Note:- This item will be exeuctted on specific instruction of EIC.
Providing in Alignment & laying in trenches D.I. pipe K-9 of the following dia including cutting
trenches upto the deptt so as to maintain 1 (one) mts. Earth cushion from the top of the pipe upto
6 GLin any kind of soil carriage of pipes from local store wi
100 MM DIA
150 MM DIA
200 MM DIA
Making 40 mm . Dia Vertical bore in different strata by water jet system / sludger system with
7 boring pipe and withdrawing the same from bore ( boring pipes will have to be supplied by the
Agency )
b ) Through sand
i. ) From 0 mtr. To 30 mtr. Below GL.
8 Labour for spreading and removal of river bed sand materials in layers as per direction.
Labour charges for sand filling in excavated trenches for horizontal strainer with good sand in
9 layer not exceeding 15cm. Including inundating earth layer by prfuse water etc all complete as
per direction of EIC.
Supplying fitting fixing 50mmx50mmx6mm size M.S.angle 400mm.long with drilled hole as per
10 direction of E.I.C & clamping the same with 40mm.dia guard pilling by 12mm. Dia 'U' type bolts
and nuts washer for clamping pipeline with nuts and bolts.
Making Tyton joints to cast Iron pipes (All Classes) and fitting of following nominal dia with
11 rubber gasket inclu. Providing lubricant of approved quality cleaning the groove of pipes etc.
complete as per direction inclu. hiring of tools & tackles (Rubbe
100 MM DIA
150 MM DIA
200 MM DIA
Amount
10 cum
50928.00 % cum
5092.80
500 mtr.
150 mtr.
900 mtr.
15.80
25.40
32.30
mtr
mtr
mtr
7900.00
3810.00
29070.00
mtr.
500 mtr.
250 cum
15.70
18.00
metre
cum
7850.00
4500.00
250 cum
16.60
cum
4150.00
166 nos
144.00
/Each
23904.00
100 each
26.40
32 each
31.70
180 each
36.50
6 each
1 each
49.60
136.00
Each
joint
Each
joint
Each
joint
2640.00
1014.40
6570.00
Providing in aligment and laying in trenches Sluice Valve/Air Valve/Non Return Valve/Washout
valve (PN-1) [IS:14846:2000) of following dia. Including cutting trenches upto the depth so as to
12 maintain -1(one) Earth cushion from the top of the speicals upto GL in any kind of soil, carriage
of speicals from local store within the scheme area/head works site store to pin point site and
back carriage of excess materials to head works site store, refilling the trenches including
dewatering trenches etc. all complete as per direction of EIC.
(Earth work in excavation, refilling the trenches as per specification and jointing of specials to be
measured and paid for seperately) (Valves will be supplied departmentally free of cost)
a) 100mm with cap.
b) 200mm with cap.
Each
Each
297.60
136.00
Cosntn. of masonry sluice/ washout/ reflux/ non-return/ air valve chamber with supply of
approved type of RCC cover including E/W in excavn. Bailing out water filling single layer
B.F.S and Cement Concrete (1:4:8) with Jhama khoa in foundation. Brick work in cement mortar
(6:1) with 1st class bricks with provision of weep holes at bottom, 100mm thick precast RCC
13
slab (1:2:4) with necy. Shuttering & reinforcement work and other materials, fitting, fixing,
overhauling the valves if necy to work order all compl. inclu. Cost of all labourers, materials,
carriage etc. (valves & tail piece only will be supplied Depttly. Free of cost) work should be done
as per Depttly. Drawing no CC/49/91-RIV.
i) 200 mm dia.
Providing in alignment and laying in trenches COLLAR for MECHANICAL JOINT (Complete
set) of following dia including cutting trenches upto depth the depth so as to maintain -1 (one )
mtr earth cushion from the top of the specials up to G.L in any kind of soil , carrieg of specials
from local store within the scheme area / head works site store to Pin point site & back carriage
14 of excess materials to Head works site store , refilling the trenches inclunding dewatering
trenches etc. all complete as per direction of EIC. ( Eatrh work in excavation , refilling the
trenches as per specification and jointing of Specials to be measured and paid for seperately )
(COLLAR{ MECHANICAL JOINT }will supplied departmentally free of cost)
100 MM DIA.
150 MM DIA.
4 each
10816.00
Each
5 each
31.30
4 each
49.20
3 each
50.35
3 each
42.50
2 each
44.80
20 each
131.10
10 each
145.10
8 each
145.10
10 each
6 each
15.70
25.70
Each
Each
157.00
154.20
1 each
19.00
each
19.00
700 cm
1 set
9.00
4000.00
cm run
set
6300.00
4000.00
1 nos
400.00
nos
400.00
30 /sqm
278.00
/sqm
8340.00
3 /cum
4811.00
/cum
14433.00
each
joint
each
joint
43264.00
156.50
196.80
Providing in alignment and laying in trenches D/S Bends for MECHANICAL JOINT (Complete
set) of following dia including cutting trenches upto depth the depth so as to maintain -1 (one )
mtr earth cushion from the top of the specials up to G.L in any kind of soil , carrieg of specials
from local store within the scheme area / head works site store to Pin point site & back carriage
15 of excess materials to Head works site store , refilling the trenches inclunding dewatering
trenches etc. all complete as per direction of EIC. ( Eatrh work in excavation , refilling the
trenches as per specification and jointing of Specials to be measured and paid for seperately ) (
DS bend MECHANICAL JOINT will supplied departmentally free of cost)
150 mm dia X 90 deg.
150 mm dia X 22 1/2 deg.
150 mm dia X 45 deg.
Making Flange joints to flanged C.I/D.I/G.I pipes & specials of the following nominal diameters
16 with rubber insertion bolts & nuts of approved quality & as per direction of the EIC including
cost of rubber insertion bolts & nuts.
i) 100 mm dia.
ii) 150 mm dia.
ii) 200 mm dia.
Providing in alignment and laying in trenches Flange Spigot Tail Piece (IS:1538/1993) of
17 following dia including cuttng trenches upto the depth so as to maintain-1 (one)mtr. Earth
cushion from the top of the speicals upto GL in any kind of soil, carriage
(Earth work in excavation, refilling the trenches as per specification and jointing of specials to be
measured and paid for seperately) (Flanged Spigot Tail Piece will be supplied departmentally free
of cost)
i) 100 mm dia.
i) 250 mm dia.
Providing in alignment and laying in trenches D/S . CONCENTRIC TAPPER (DUCTILE IRON
) of following dia including cutting trenches upto depth the depth so as to maintain -1 (one ) mtr
earth cushion from the top of the specials up to G.L in any kind of soil , carrieg of specials from
local store within the scheme area / head works site store to Pin point site & back carriage of
18
excess materials to Head works site store , refilling the trenches inclunding dewatering trenches
etc. all complete as per direction of EIC. ( Eatrh work in excavation , refilling the trenches as per
specification and jointing of Specials to be measured and paid for seperately ) ( TAPPERS will
supplied departmentally free of cost)
150 mm dia X 100 mm dia.
19 Welding in M.S. structural work with gas or electric:
(b) Continuous weld.
20 Hire charges for Generator set (Diesel running) as per direction of EIC .
Installation of panel bored (temporary) of 32Amp. Capacity with necessary main, switch,
21
Ammeter, Voltmeter etc. including all electrical connection complete as per direction.
Single brick flat soling of picked Jhama bricks inch ramming and dressing bed to proper level
22
and filling joints with powdered earth or local sand.
23 Cement concrete with graded stone ballast (30mm size) excluding shuttering.
a) In ground floor (6:3:1) prop.
each
joint
each
joint
each
joint
Each
joint
Each
joint
Each
joint
151.05
127.50
89.60
2622.00
1451.00
1160.80
24
25
26
27
28
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars,
stirrups, binders etc. including supply of rods, initial straightening, removal of loose rest, (if
necessary) cutting to requisite length hooking and bending to correct shape placing in proper
position and binding with 16 guage block anneaned wire at every intersection complete as per
drawing and direction.
a) for works in foundation , basement and upto roof of ground floor/upto 4m.
i) Tor Steel / Mild Steel
Ordinary Cement Concrete M-20 (Mix 1:1.5:3) with graded stone chips (20mm down) excluding
shuttering and reinforceemnt. If any, In ground floor. as per IS 456-2000.
a) Pakur/Chandil Variety
Hire & labour charges for shuttering with centering & necessary staging upto 4m. using
approved stout prop and thick hard wood planks for concrete slab, beam, column, lintels curved
or straight including fitting fixing and striking out after completion
a) 25 to 30mm shuttering without staging in foundation etc.
b) 25mm to 30mm shuttering with staging in ground floor
Brick work with 1st class bricks increment mortar (6:1)
a) In foundation and plinth.
Providing in aligment and laying in trenches A./S . Tee / Flanged on D/S TEE ( Ductile Iron) of
following dia. Including cutting trenches upto the depth so as to maintain -1(one) Earth cushion
from the top of the speicals upto GL in any kind of soil, carr
(Earth work in excavation, refilling the trenches as per specification and jointing of specials to be
measured and paid for seperately) (A/S .TEE /Flanged on D/S Tee {Ductile Iron}will be supplied
departmentally free of cost)
i)150 X 150 X 100 mm dia ( A/S )
ii)200 X 200 X 200 mm dia ( D/S )
0.15 /MT
68359.00
/MT
10253.85
3.00 /cum
6044.80
/cum
18134.40
5 /sqm
20 /sqm
221.00
351.00
/sqm
/sqm
1105.00
7020.00
3.00 /cum
4557.00
/cum
13671.00
4 nos.
2 nos.
21.80
46.40
each
each
87.20
92.80
10 nos.
736.00
Each
joint
7360.00
20 nos.
10.30
6 nos.
18.80
4 nos.
31.30
5 nos.
21.00
3 nos.
24.60
2 nos.
69.40
each
joint
138.80
500 mtr.
1050 mtr.
335.20
369.70
%mtr.
%mtr.
1676.00
3881.85
500 mtr.
1050 mtr.
84.30
129.30
%Mt.
%Mt.
421.50
1357.65
70 MT
70.00
/MT
4900.00
Making lead caulked joint with molten lead and spun yearn to cast Iron pipes and fitting of the following
nominal diameter along with all other allied works for proper caulking and dewatering the trenches if
necessary as per direction of EIC. including supply of lead spun yarn & other sundries materials (Lead
29
will be supplied Depttly. Cost of which is recoverable @Rs.105.00 Kg.
i) 200 mm dia.with lead 6.25 kg and spun yearn 0.35 kg.
Providing in alignment and laying in trenches D/S Bends of following dia including cutting
trenches upto depth the depth so as to maintain -1 (one ) mtr earth cushion from the top of the
specials up to G.L in any kind of soil , carrieg of specials from local store within the scheme area
/ head works site store to Pin point site & back carriage of excess materials to Head works site
30
store , refilling the trenches inclunding dewatering trenches etc. all complete as per direction of
EIC. ( Eatrh work in excavation , refilling the trenches as per specification and jointing of
Specials to be measured and paid for seperately ) ( DS bend MECHANICAL JOINT will
supplied departmentally free of cost)
100 mm dia X 90 deg.
150 mm dia X 90 deg.
200 mm dia X 90 deg.
200 mm dia X 22 1/2 deg.
200 mm dia X 45 deg.
Providing in alignment and laying in trenches COLLAR for MECHANICAL JOINT (Complete
31 set) of following dia including cutting trenches upto depth the depth so as to maintain -1 (one )
mtr earth cushion from the top of the specials up to G.L in any kind of
200 MM DIA.
32
33
34
35
Testing hydraulically, all classes, all types of completed pipelines for a specified head of water in
sections including supply of necy. equipments, gauge and other testing tools, required water and
laboures etc. all complete as per specification and direction of the EIC.
a) 40 mm to 125 mm dia.
b) 150 mm to 300 mm dia.
Washing cleaning & disinfecting of all completed pipe lines with chlorinated water with at least
chlorine doses of 5mg/litre of water as per specification & direction of the EIC (Bleaching
powdwe will be supplied Depttly. Free of cost.)
a) 40 mm to 125 mm dia.
b) 150 mm to 300 mm dia.
Loading the material into truck at fitting point and unloading the same at distinition, slacky
aGodown as directed inclu. Carriage by head load , Upto 30m at each of the two points, including
hire and labour charges of all tools, tackles,lifts etc and nec
i) Above 10 MT.
Carriage of pipes and specials valves appurtenances etc., by truck over pucca road (Black top)
stone/boulder/lateriate consolidated, moorum consolidated / jhama / brick consolidated road or
brick /concrete pavement. (Charge for damage of materials if any
a) CI/MS/DI/GI Pipes, Specials, Valves etc.
each
joint
each
joint
each
joint
each
joint
each
joint
206.00
112.80
125.20
105.00
73.80
i) Distance carriage upto initial 5 Km.
ii) Extra over the rate for 05 km carriage for every additional 1 km,. (of thereof) carriage beyond
5Km upto 10 km
iii) Extra over the rate for 10km carriage for every additional 1 km,. (of thereof) carriage beyond
10km upto 25 km.
iv) Extra over the rate for 25km carriage for every additional 1 km,. (of thereof) carriage beyond
25Km to 30Km
Cutting C.I/DI./GI pipes rendering the surface smooth to suitable make for rubber gasket lead
joint as per instruction and direction of the EIC of the following dia.
36 i) 100mm dia.
ii) 150mm dia.
iii) 200mm dia.
supply of G.I screw MS flange in all Comolete
100 mm dia.
37
150 mm dia.
200 mm dia.
LS/M
T
/MT/k
70
m
/MT/k
70
m
/MT/k
70
m
70
144.85
LS/MT
7.70
/MT/km
6.50
/MT/km
5.45
/MT/km
80 nos
10 nos
15 nos
22.00
32.50
43.00
Each
Each
Each
40 nos
10 nos
4 nos
180.00
250.00
400.00
Each
Each
Each
Total
Say
10139.50
2695.00
6825.00
1907.50
1760.00
325.00
645.00
0.00
7200.00
2500.00
1600.00
476325.10
476325.00
Executive Engineer
Birbhum Division, PHE Dte.
Rate quoted :In word & figures………………………….……………….
Name of Agency :-………………………………………….
Address :-………………………………….………………
Signature:-…………………………………………………..
Tel.Phone / Mobile No……………..……………………....
PAN No……………………………………………………..
VAT No…………………………………………………..…