Techical Report
1 Name fo work Drilling Tubewell, Pump house, & pipe line
work at Krishi Upaj Mandi, Neemuch [MP]
2 Situation Neemuch
3 Estimated Amount 9,50,000/- Rupees Nine lack fifty thousand
only
4 Necessity To provide basic fecilities to farmer's in mandi
yard
5 S.O.R. S.O.R. of building work of M.P.P.W.D in force
from 15-06-09 .
6 Specification As per C.P.W.D. specification
Sub Engineer Asstt. Engineer Executive Engineer
Mandi Samittee, Neemuch M.P.S.A.M.B. M.P.S.A.M.B.
Distt. Neemuch [MP] Sub Divn.,Neemuch Division, Ujjain
Estimate Adm.Build.fruitegetable
Page 2
OFFICE : KRISHI UPAJ MANDI SAMITTEE, Neemuch [MP]
SCHEDULE OF ITEMS
Drilling Tube well, Pump house and Pile line work
at Mandi Yard, Neemuch
S.n Particulars Qty. unit
1 Drilling of tube well perfectly vertical for the ecified depth
below the ground level of a suitable size of mild steel
casing pipe or housing pipe( for gravel packed bore) in all
strata other than hard rock and only boulder complete. TO
SUIT 150MM DIA. MILD STEEL CASING PIPE
16.3.1From 00 to 30 mts. below G.L. 30.00 Rmt
16.3.2Above 30 to 60 mts. below G.L 30.00 Rmt
16.3.3Above 60 to 120 mts. below G.L 90.00 Rmt
2 Providing supplying and fixing M.S. blank casing pipes as 30rm Rm
specified in position perfectly vertical including
transportation charges in the bore up to the required depth
below ground level as specified in all strata including
cutting, threading, coupling and all other operations
pertaining to it and jointing material etc. complete
M.S. balnk seamless ca sing pipe 200mm dia.
3 Extra for slotted or perforated casing pipe as per item 30 rm
above
200 MM dia.
4 Labour for lowering and fixing of above pipes up to the 30 rm
required depth for above item, below the ground level as
specified in all strata including cutting, threading, coupling
and all other operations pertaining to the same and jointing
material etc. complete
M.S. pipe 200mm dia
5 Providing supplying and fixing M.S. blank socket or mild 1.00
steel plug or screw caps of the standard make affixed on
the top end of the casing pipe on the complete bore
including all leads etc. complete as specified and directed.
Blank socket or Mild steel plug 200 mm dia.
6 Labour only for fixing M.S. blank socket or mild steel plug 1.00
or screw caps of the standard make affixed on the top end
of the casing pipe on the complete as specified and
directed
200mm dia
7 Electric Motor and cable and pipes
Estimate Adm.Build.fruitegetable
Page 3
S.n Particulars Qty. unit
8 Earth work in excavation by mechanical means (Hydraulic 27.90
excavator)/manual means in over areas foundation
trenches or drains ( not exceeding 1.5 m in width or 10 sqm
on plan)
including dressing of sides and ramming of bottoms, lifts
upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead
of 50 m.
All kind of soil
9 Providing and laying in position cement concrete of 2.805
specified grade excluding the cost of centering and
shuttering - All work up to plinth level
4.1.2 With 40mm nominal size graded stone aggregate
10 R.C.C. work in walls (any thickness) including attached 25.95
pilasters, buttresses, plinth and string courses, fillets,
columns, pillars, posts and struts suspended floor roof slab,
beams etc. up to floor two level excluding cost of centering,
finishing and reinforcement.
M 20 nominal mix (with 20mm nominal size graed stone
aggregate)
11 Reinforcement for R.C.C. work including straightning, 2357.74
cutting, bending, placing in position and binding including
cost of binding
wire up to floor two level including all wastage etc. complete
Hard drawn steel wire fabric.
12 Brick work with M.S. bricks of class designation 40 in 7.90
superstructure above plinth level upto floor II level in
all shapes and sizes in :
Cement mortor 1:6 (1 Cement : 6 sand)
Sl.No.6.4.2 Ground floor
13 Providing and fixing 1 mm thick M.S. sheet sliding-shutters 3.90
with frame and diagonal braces of 40x40x6mm angle iron,
3mm M.S. gusset plates at the junction and corners 25mm
dia pulley, 40x40x6mm angle and T-iron guide at the top
and bootom respectively including apluing a priming coat of
approved steel primer
14 Kota/cussapah stone slab flooring over 20 mm (average) 29.69
thick base laid over and jointed with grey cement slurry
mixed with pigment to match the shade of the slab
including rubbing and polishing complete with base of
cement mortar 1:4 (1 cement : 4 sand): 25mm thick
15 15 mm cement plaster on rough side of single or half brick 44.40
wall of mix 1:4(1 cement : 4 sand)
16 15 mm cement plaster on rough side of single or half brick 44.40
wall of mix 1:4(1 cement : 4 sand)
Estimate Adm.Build.fruitegetable
Page 4
S.n Particulars Qty. unit
17 Finishing walls ith textured exterior paint of required shade : 102.00
13.34.1 New work (two or more coats applied @ 3.28 ltr/10
sqm) over and including base coat of water proofing
cement paint applied @ 2.20kg/10 sqm
18 Providing and fixing 3 layer PP-R (Poly propylene Random 315.00
Copolymer) pipes SDR 7.4 U V stabilized & anti-microbial
fusion welded, having thermal stability for hot & cold water
supply including all PP-R plain & brass threaded
polypropylene random fillting i/c fixing the pipe with clamps
at 1.00m spacing. This includes testing of joints complete
as per direction of Engineer in Charge.
PN - 16 Pipe, 40 mm OD
19 Providing and fixing G.I. Pipes complete with G.I. Fittings 990.00
including trenching and refilling etc.
18.12.6 : 50 mm dia nominal roll
Sub Engineer Assistant Engineer
KUMS Neemuch Mandi Board Sub Div.
Neemuch Neemuch
Estimate Adm.Build.fruitegetable
Page 5
OFFICE : KRISHI UPAJ MANDI SAMITTEE, Neemuch [MP]
ABSTRACT
Construction of Drilling Tube well, Pump house and Pile line work
at Mandi Yard, Neemuch
S.n Particulars No. L. B D/H Qty.
1 Drilling of tube well perfectly vertical for
the ecified depth below the ground level
of a suitable size of mild steel casing pipe
or housing pipe( for gravel packed bore)
in all strata other than hard rock and only
boulder complete. TO SUIT 150MM DIA.
MILD STEEL CASING PIPE
16.3.1From 00 to 30 mts. below G.L.
16.3.2Above 30 to 60 mts. below G.L 1 0.30 30.00
16.3.3Above 60 to 120 mts. below G.L. 1 30-60 30.00
1 60-120 90.00
2 Providing supplying and fixing M.S. blank 30 Mtr - - - 30.00
casing pipes as specified in position
perfectly vertical including transportation
charges in the bore up to the required
depth below ground level as specified in
all strata including cutting, threading,
coupling and all other operations
pertaining to it and jointing material etc.
complete
M.S. balnk seamless casing pipe 200mm
dia.
3 Extra for slotted or perforated casing pipe 30.00 rm 30.00 rm
as per item above
200 MM dia.
4 Labour for lowering and fixing of above 30.00 rm 30.00 rm
pipes up to the required depth for above
item, below the ground level as specified
in all strata including cutting, threading,
coupling and all other operations
pertaining to the same and jointing
material etc. complete
M.S. pipe 200mm dia
Estimate Adm.Build.fruitegetable
Page 6
S.n Particulars No. L. B D/H Qty.
5 Providing supplying and fixing M.S. blank 200 mm dia each 1
socket or mild steel plug or screw caps of
the standard make affixed on the top end
of the casing pipe on the complete bore
including all leads etc. complete as
specified and directed.
Blank socket or Mild steel plug 200 mm
dia.
6 Labour only for fixing M.S. blank socket 200 mm dia each 1
or mild steel plug or screw caps of the
standard make affixed on the top end of
the casing pipe on the complete as
specified and directed
200mm dia
7 Electric Motor and cable and pipes
8 Earth work in excavation by mechanical 4.00 1.50 1.5 3.10 27.90
means (Hydraulic excavator)/manual
means in over areas foundation trenches
or drains ( not exceeding 1.5 m in width
or 10 sqm on plan)
including dressing of sides and ramming
of bottoms, lifts upto 1.5 m, including
getting out the excavated soil and
disposal of surplus excavated soil as
directed, within a lead of 50 m.
All kind of soil
9 Providing and laying in position cement 4 1.20 1.20 0.10 2.805
concrete of specified grade excluding the 1 3.70 3.70 0.10
cost of centering and shuttering - All work 4 4.30 2.00 0.10
up to plinth level
4.1.2 With 40mm nominal size graded
stone aggregate
10 R.C.C. work in walls (any thickness) 4 1.20 1.20 0.30
including attached pilasters, buttresses, 4 0.80 0.80 0.30
plinth and string courses, fillets, columns, 4 0.30 0.30 2.40
pillars, posts and struts suspended floor 4 4.00 4.00 0.60
roof slab, beams etc. up to floor two level 4 0.30 0.30 4.60
excluding cost of centering, finishing and 4 4.00 4.00 0.60
reinforcement. 3 4.60 4.60 0.12
M 20 nominal mix (with 20mm nominal 4 4.00 4.00 0.15
size graed stone aggregate) 4 4.00 4.00 1.20
1 4.00 4.00 0.12
1 1.50 1.50 0.12 25.948
Estimate Adm.Build.fruitegetable
Page 7
S.n Particulars No. L. B D/H Qty.
11 Reinforcement for R.C.C. work including 7850x24.028x(1.25/100) 2357.74
straightning, cutting, bending, placing in
position and binding including cost of
binding
wire up to floor two level including all
wastage etc. complete
Hard drawn steel wire fabric.
12 Brick work ith M.S. bricks of class 4 3.70 0.20 3.00 8.88
designation 40 in superstructure above 1 2.10 0.20 1.00 -0.62
plinth level up to floor II level in all shapes 1 1.50 0.20 1.20 -0.36
and sizes in 7.90
Cement mortar 1:6 (1 cement:6sand)
13 Providing and fixing 1 mm thick M.S. 2.10 1 2.10
sheet sliding-shutters with frame and 1 1.50 2 1.80
diagonal braces of 40x40x6mm angle 3.90
iron, 3mm M.S. gusset plates at the
junction and corners 25mm dia pulley,
40x40x6mm angle and T-iron guide at
the top and bootom respectively including
apluing a priming coat of approved steel
primer
14 Kota/cussapah stone slab flooring over 1.00 3.70 3.70 13.69
20 mm (average) thick base laid over and 4.00 4.30 2.00 34.40
jointed with grey cement slurry mixed with
pigment to match the shade of the slab
including rubbing and polishing complete
with base of cement mortar 1:4 (1
cement : 4 sand): 25mm thick
15 15 mm cement plaster on rough side of 4.00 4.00 2.80 44.40
single or half brick wall of mix 1:4(1
cement : 4 sand)
16 15 mm cement plaster on rough side of 4.00 4.00 2.80 44.40
single or half brick wall of mix 1:4(1
cement : 4 sand)
17 Finishing walls ith textured exterior paint Same as plaster Qty. 102.00
of required shade : 13.34.1 New work
(two or more coats applied @ 3.28 ltr/10
sqm) over and including base coat of
water proofing cement paint applied @
2.20kg/10 sqm
Estimate Adm.Build.fruitegetable
Page 8
S.n Particulars No. L. B D/H Qty.
18 Providing and fixing 3 layer PP-R (Poly 1.00 315.00 0 0.00 315.00
propylene Random Copolymer) pipes
SDR 7.4 U V stabilized & anti-microbial
fusion welded, having thermal stability for
hot & cold water supply including all PP-R
plain & brass threaded polypropylene
random fillting i/c fixing the pipe with
clamps at 1.00m spacing. This includes
testing of joints complete as per direction
of Engineer in Charge.
PN - 16 Pipe, 40 mm OD
19 . 2.00 150.00 300
2.00 165.00 330
2.00 180.00 360
690
Sub Engineer Secretary
KUMS Neemuch KUMS Neemuch
Assistant Engineer Exeucutive Engineer
Mandi Board Sub Div.IV Mandi Board
Neemuch Ujjain (M.P.)
Estimate Adm.Build.fruitegetable