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Tender Value
₹60.0 L
EMD Value
₹60,100
Closing Date
23 Jul 2026, 6:00 pmClosed
CHIEF OFFICER PRANTIJ NAGARPALIKA, PRANTIJ
CONSTRUCTION OF BORE ,PAVER BLOCK,CCROAD,PROTECTION WALL,GUTTER LINE,SWD LINE AND SHED AT DIFFERENT DIFFERENT PLACES AT PRANTIJ NAGARPALIKA AT PRANTIJ.
322698
09 OF 2026-27
Open
Civil Works
Fixed-rate
Sabarkantha
3 documents required · 3 mandatory
₹2,832
Chief Officer PRANTIJ Nagar Seva Sadan, PRANTIJ
₹60,100
9 Jul 2026
9 Jul 2026
9 Jul 2026
23 Jul 2026
9 Jul 2026
Name Of Work : CONSTRUCTION OF BORE ,PAVER BLOCK,CCROAD,PROTECTION WALL,GUTTER LINE,SWD
LINE AND SHED AT DIFFERENT DIFFERENT PLACES AT PRANTIJ NAGARPALIKA AT PRANTIJ.
Schedule-B1 : Drilling of 200mm dia X 100mts deep tubewell Near At Nani Bhagol At Prantij Nagarpalika
Sr. No. Description Quantity Unit Rate Amount
1 Drilling of pilot bore hole in alluvial strata by direct 100.00 Rmt 602.00
rotary rig / reverse rotary rig.(GWSSB-Mech-2022-23, It No-1.1
Annexure-A, Sec-A, Page-1)
2 Reaming of 250/300mm dia. Bore hole to following bore hole 100.00 Rmt. 368.00
including assembling, joining, lowering of housing casing strainer
pipes and other assemble item with gravel packing and other
assemble items with packing and clay ball packing etc. (GWSSB-
Mech-2022-23, It No-1.2 Annexure-A, Sec-A, Page-1)(2)550dia.bore
hole from 0.00 to 300mtrs.
3 Supply gravel of selected size 4mm to 10mm. 19.00 Cmt. 2029.00
(GWSSB-Mech-2022-23, It No-13 Annexure-A, Sec-A, Page-14)
4 Lowering and removing of 100 mm dia dropline and 32 mm dia 100.00 Rmt 148.00
airline for development of each water bearing Zones come across up
to full depth of Deep tubewell of size 200 mm/250 mm/300 mm dia
for the tubewell upto 185 Mtr. deep through suitable air compressor.
The job is for complete period of development. (Where water level is
very deep and 2/3rd submersion is not achived.) * All the required
accessories, machineries etc for above job will have to be provided
by contractors (GWSSB-Mech-2022-23, It No-1.4 Annexure-A, Sec-A,
Page-2)(B) Air Compressor
5 (B3)Development of tubewel: Development of tubewell zone wise 1.00 Job 27330.00
with 900 CFM/200 PSI air compressor up to availability of sand free
discharge. The Air compressor should run minimum for six hrs of
upto availability of sand free discharge. (GWSSB-Mech-2022-23, It
No-29-E, Sec-A, Page-17) Pipe and bore material
6 Manufacture, supply and delivery of ISI marked ERW MS pipes 100.00 Mtr 2407.00
conforming to IS: 4270/2001 with latest amendment. (a) 200 mm
dia. (Minimum 6.00 mm thick)
(GWSSB-Mech-2022-23, It No-7, Sec-B, Page-18)
7 Slotting of MS ERW blank pipe of following size having slot size as 64800.00 Per Slot 0.23
6.75 cm x 6.35 cm x 1.59 mm (including unloading of blank pipes
from truck & reloading slotted pipes into truck). (b) 250 mm dia.
(GWSSB-Mech-2022-23, It No-2B, Sec-C, Page-26)
8 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 1627.71
bolts of standard make & suitable to 200 dia. Pipe. Size. 750 mm X
mm X 16 mm flat to 200 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
9 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 569.10
bolts of standard make & suitable to 100/125 dia. Pipe. Size. 450mm
X 65mm X 10 mm flat suitable to 65/80 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
10 (C) Bore plug having 100 mm height made from MS plate with 3 1.00 No 774.82
holes at equal distance on circumference for nut bolts type locking
arrangement with nut bolts & lock nuts of standard make etc.
complete. (a) for 200 mm ERW pipes.(Thickness of plate is minimum
0.5 mm for top also
(GWSSB-Mech-2022-23, It No-2(B)(iii), Sec-B, Page-17)
11 (B)MS bail plug having length of 0.45 meter length made from 1.00 No 842.61
medium class pipe as per ISS Suitable for 200 mm dia.
(GWSSB-Mech-2022-23, It No-4(A)(e), Sec-B, Page-18)
12 (B) Steel bent pipes suitable to 200 mm dia. Size pipe size 150mm X 64.00 No 66.59
(GWSSB-Mech-2022-23, It No-5, Sec-B, Page-18)
13 Geohydrological ground water investigation (250 mm dia. Deep T/W 1.00 Job 14286.00
with water sample)
(GWSSB-Mech-2022-23, It No-9.1.(b), Sec-A, Page-7)
14 Electro logging of bore hole 1.00 Job 18000.00
(GWSSB-Mech-2022-23, It No-5, Sec-A, Page-6)
15 3 Phase Borewell Submersible Pump Sets 1.00 Set 44298.00
(i) Electric motor driven Borewell submersible pump set conforming
to I.S. 8034 and motor conforms to IS-9283 working at 3 phase
400/440 volt 50 C/S A.C. supply & 2900 R.P.M. (ii) cat No 7.2
Discharge in LPM 510 , Head in mtr 123 , Mini Motor HP 25 ((GWSSB-
Mech-2022-23, It No-1, Sec-E, Page-33))(510 LPM/123Mts /25 HP)
16 Control Panel Board 1.00 No 24276.00
Auto Transformer Starter suitable for local & remote pump control
application consisting of Auto Transformer vacuum impregnated, air
cooled having three (3) tappings at 50%, 65% and 80%), incomer
MCCB / MPCB, overload relay and contactors as per Type II
coordination including digital MFM with RS 485 communication
port, analogue type ammeter with selector switch, run hour meter,
required protective relays & control accessories. (GWSSB-Mech-
2022-23, It No-2.2 (a), Sec-E, Page-34)A. T. S. from 21 to 30 HP
17 PVC insulated flat submersible cable as per detailed technical 140.00 Mtr 194.00
specifications of R/C of GWSSB conforming to IS 694, IEC 60227 /
(GWSSB-Mech-2022-23, It No-3.1 (E), Sec-E, Page-35)(100 mt +
18 Manufacture, Supply and Delivery of 80 mm Nominal dia UPVC 80.00 mtr 399.66
Column Pipes including PVC Socket (Coupler), Density of Pipe 1.38 to
1.43 Gm per Cm3 , OD : 87.5 TO 88.2MM, Wall Thickness End :
9.8mm to 11.9mm, Berral : 7.3mm to 9.0mm, Length: 3 Mtrs.
(GWSSB-Mech-2022-23, It No-15b-5, Sec-B, Page-23))size 80mm
19 Lowering of three phase submersible pump set complete with 1.00 Job 2000.00
required size & length of column / HDPE pipes erected by means of
proper chain pully block and pipe wrenches after checking of
threads of each pipe and coupling to take the load of the pump set
and pipe assembly filled with water
B) From 90 to 150 meter depth
(SOR 2022-23, Section E, Page No. 92, Item No. 50.1 (B)).
Total ( B1 ) :-
Schedule-B2 :Drilling of 200mm dia X 100mts deep tubewell At Near Bhakhariya At Prantij Nagarpalika
Sr. No. Description Quantity Unit Rate Amount
1 Drilling of pilot bore hole in alluvial strata by direct 100.00 Rmt 602.00
rotary rig / reverse rotary rig.(GWSSB-Mech-2022-23, It No-1.1
Annexure-A, Sec-A, Page-1)
2 Reaming of 250/300mm dia. Bore hole to following bore hole 100.00 Rmt. 368.00
including assembling, joining, lowering of housing casing strainer
pipes and other assemble item with gravel packing and other
assemble items with packing and clay ball packing etc. (GWSSB-
Mech-2022-23, It No-1.2 Annexure-A, Sec-A, Page-1)(2)550dia.bore
hole from 0.00 to 300mtrs.
3 Supply gravel of selected size 4mm to 10mm. 19.00 Cmt. 2029.00
(GWSSB-Mech-2022-23, It No-13 Annexure-A, Sec-A, Page-14)
4 Lowering and removing of 100 mm dia dropline and 32 mm dia 100.00 Rmt 148.00
airline for development of each water bearing Zones come across up
to full depth of Deep tubewell of size 200 mm/250 mm/300 mm dia
for the tubewell upto 185 Mtr. deep through suitable air compressor.
The job is for complete period of development. (Where water level is
very deep and 2/3rd submersion is not achived.) * All the required
accessories, machineries etc for above job will have to be provided
by contractors (GWSSB-Mech-2022-23, It No-1.4 Annexure-A, Sec-A,
Page-2)(B) Air Compressor
5 (B3)Development of tubewel: Development of tubewell zone wise 1.00 Job 27330.00
with 900 CFM/200 PSI air compressor up to availability of sand free
discharge. The Air compressor should run minimum for six hrs of
upto availability of sand free discharge. (GWSSB-Mech-2022-23, It
No-29-E, Sec-A, Page-17) Pipe and bore material
6 Manufacture, supply and delivery of ISI marked ERW MS pipes 100.00 Mtr 2407.00
conforming to IS: 4270/2001 with latest amendment. (a) 200 mm
dia. (Minimum 6.00 mm thick)
(GWSSB-Mech-2022-23, It No-7, Sec-B, Page-18)
7 Slotting of MS ERW blank pipe of following size having slot size as 64800.00 Per Slot 0.23
6.75 cm x 6.35 cm x 1.59 mm (including unloading of blank pipes
from truck & reloading slotted pipes into truck). (b) 250 mm dia.
(GWSSB-Mech-2022-23, It No-2B, Sec-C, Page-26)
8 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 1627.71
bolts of standard make & suitable to 200 dia. Pipe. Size. 750 mm X
mm X 16 mm flat to 200 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
9 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 569.10
bolts of standard make & suitable to 100/125 dia. Pipe. Size. 450mm
X 65mm X 10 mm flat suitable to 65/80 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
10 (C) Bore plug having 100 mm height made from MS plate with 3 1.00 No 774.82
holes at equal distance on circumference for nut bolts type locking
arrangement with nut bolts & lock nuts of standard make etc.
complete. (a) for 200 mm ERW pipes.(Thickness of plate is minimum
0.5 mm for top also
(GWSSB-Mech-2022-23, It No-2(B)(iii), Sec-B, Page-17)
11 (B)MS bail plug having length of 0.45 meter length made from 1.00 No 842.61
medium class pipe as per ISS Suitable for 200 mm dia.
(GWSSB-Mech-2022-23, It No-4(A)(e), Sec-B, Page-18)
12 (B) Steel bent pipes suitable to 200 mm dia. Size pipe size 150mm X 64.00 No 66.59
(GWSSB-Mech-2022-23, It No-5, Sec-B, Page-18)
13 Geohydrological ground water investigation (250 mm dia. Deep T/W 1.00 Job 14286.00
with water sample)
(GWSSB-Mech-2022-23, It No-9.1.(b), Sec-A, Page-7)
14 Electro logging of bore hole 1.00 Job 18000.00
(GWSSB-Mech-2022-23, It No-5, Sec-A, Page-6)
15 3 Phase Borewell Submersible Pump Sets 1.00 Set 44298.00
(i) Electric motor driven Borewell submersible pump set conforming
to I.S. 8034 and motor conforms to IS-9283 working at 3 phase
400/440 volt 50 C/S A.C. supply & 2900 R.P.M. (ii) cat No 7.2
Discharge in LPM 510 , Head in mtr 123 , Mini Motor HP 25 ((GWSSB-
Mech-2022-23, It No-1, Sec-E, Page-33))(510 LPM/123Mts /25 HP)
16 Control Panel Board 1.00 No 24276.00
Auto Transformer Starter suitable for local & remote pump control
application consisting of Auto Transformer vacuum impregnated, air
cooled having three (3) tappings at 50%, 65% and 80%), incomer
MCCB / MPCB, overload relay and contactors as per Type II
coordination including digital MFM with RS 485 communication
port, analogue type ammeter with selector switch, run hour meter,
required protective relays & control accessories. (GWSSB-Mech-
2022-23, It No-2.2 (a), Sec-E, Page-34)A. T. S. from 21 to 30 HP
17 PVC insulated flat submersible cable as per detailed technical 140.00 Mtr 194.00
specifications of R/C of GWSSB conforming to IS 694, IEC 60227 /
(GWSSB-Mech-2022-23, It No-3.1 (E), Sec-E, Page-35)(100 mt +
18 Manufacture, Supply and Delivery of 80 mm Nominal dia UPVC 80.00 mtr 399.66
Column Pipes including PVC Socket (Coupler), Density of Pipe 1.38 to
1.43 Gm per Cm3 , OD : 87.5 TO 88.2MM, Wall Thickness End :
9.8mm to 11.9mm, Berral : 7.3mm to 9.0mm, Length: 3 Mtrs.
(GWSSB-Mech-2022-23, It No-15b-5, Sec-B, Page-23))size 80mm
19 Lowering of three phase submersible pump set complete with 1.00 Job 2000.00
required size & length of column / HDPE pipes erected by means of
proper chain pully block and pipe wrenches after checking of
threads of each pipe and coupling to take the load of the pump set
and pipe assembly filled with water
B) From 90 to 150 meter depth
(SOR 2022-23, Section E, Page No. 92, Item No. 50.1 (B)).
Total ( B2 ) :-
Schedule-B3 :Drilling of 200mm dia X 100mts deep tubewell At Near 990Survey No At Prantij Nagarpalika
Sr. No. Description Quantity Unit Rate Amount
1 Drilling of pilot bore hole in alluvial strata by direct 100.00 Rmt 602.00
rotary rig / reverse rotary rig.(GWSSB-Mech-2022-23, It No-1.1
Annexure-A, Sec-A, Page-1)
2 Reaming of 250/300mm dia. Bore hole to following bore hole 100.00 Rmt. 368.00
including assembling, joining, lowering of housing casing strainer
pipes and other assemble item with gravel packing and other
assemble items with packing and clay ball packing etc. (GWSSB-
Mech-2022-23, It No-1.2 Annexure-A, Sec-A, Page-1)(2)550dia.bore
hole from 0.00 to 300mtrs.
3 Supply gravel of selected size 4mm to 10mm. 19.00 Cmt. 2029.00
(GWSSB-Mech-2022-23, It No-13 Annexure-A, Sec-A, Page-14)
4 Lowering and removing of 100 mm dia dropline and 32 mm dia 100.00 Rmt 148.00
airline for development of each water bearing Zones come across up
to full depth of Deep tubewell of size 200 mm/250 mm/300 mm dia
for the tubewell upto 185 Mtr. deep through suitable air compressor.
The job is for complete period of development. (Where water level is
very deep and 2/3rd submersion is not achived.) * All the required
accessories, machineries etc for above job will have to be provided
by contractors (GWSSB-Mech-2022-23, It No-1.4 Annexure-A, Sec-A,
Page-2)(B) Air Compressor
5 (B3)Development of tubewel: Development of tubewell zone wise 1.00 Job 27330.00
with 900 CFM/200 PSI air compressor up to availability of sand free
discharge. The Air compressor should run minimum for six hrs of
upto availability of sand free discharge. (GWSSB-Mech-2022-23, It
No-29-E, Sec-A, Page-17) Pipe and bore material
6 Manufacture, supply and delivery of ISI marked ERW MS pipes 100.00 Mtr 2407.00
conforming to IS: 4270/2001 with latest amendment. (a) 200 mm
dia. (Minimum 6.00 mm thick)
(GWSSB-Mech-2022-23, It No-7, Sec-B, Page-18)
7 Slotting of MS ERW blank pipe of following size having slot size as 64800.00 Per Slot 0.23
6.75 cm x 6.35 cm x 1.59 mm (including unloading of blank pipes
from truck & reloading slotted pipes into truck). (b) 250 mm dia.
(GWSSB-Mech-2022-23, It No-2B, Sec-C, Page-26)
8 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 1627.71
bolts of standard make & suitable to 200 dia. Pipe. Size. 750 mm X
mm X 16 mm flat to 200 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
9 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 569.10
bolts of standard make & suitable to 100/125 dia. Pipe. Size. 450mm
X 65mm X 10 mm flat suitable to 65/80 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
10 (C) Bore plug having 100 mm height made from MS plate with 3 1.00 No 774.82
holes at equal distance on circumference for nut bolts type locking
arrangement with nut bolts & lock nuts of standard make etc.
complete. (a) for 200 mm ERW pipes.(Thickness of plate is minimum
0.5 mm for top also
(GWSSB-Mech-2022-23, It No-2(B)(iii), Sec-B, Page-17)
11 (B)MS bail plug having length of 0.45 meter length made from 1.00 No 842.61
medium class pipe as per ISS Suitable for 200 mm dia.
(GWSSB-Mech-2022-23, It No-4(A)(e), Sec-B, Page-18)
12 (B) Steel bent pipes suitable to 200 mm dia. Size pipe size 150mm X 64.00 No 66.59
(GWSSB-Mech-2022-23, It No-5, Sec-B, Page-18)
13 Geohydrological ground water investigation (250 mm dia. Deep T/W 1.00 Job 14286.00
with water sample)
(GWSSB-Mech-2022-23, It No-9.1.(b), Sec-A, Page-7)
14 Electro logging of bore hole 1.00 Job 18000.00
(GWSSB-Mech-2022-23, It No-5, Sec-A, Page-6)
15 3 Phase Borewell Submersible Pump Sets 1.00 Set 44298.00
(i) Electric motor driven Borewell submersible pump set conforming
to I.S. 8034 and motor conforms to IS-9283 working at 3 phase
400/440 volt 50 C/S A.C. supply & 2900 R.P.M. (ii) cat No 7.2
Discharge in LPM 510 , Head in mtr 123 , Mini Motor HP 25 ((GWSSB-
Mech-2022-23, It No-1, Sec-E, Page-33))(510 LPM/123Mts /25 HP)
16 Control Panel Board 1.00 No 24276.00
Auto Transformer Starter suitable for local & remote pump control
application consisting of Auto Transformer vacuum impregnated, air
cooled having three (3) tappings at 50%, 65% and 80%), incomer
MCCB / MPCB, overload relay and contactors as per Type II
coordination including digital MFM with RS 485 communication
port, analogue type ammeter with selector switch, run hour meter,
required protective relays & control accessories. (GWSSB-Mech-
2022-23, It No-2.2 (a), Sec-E, Page-34)A. T. S. from 21 to 30 HP
17 PVC insulated flat submersible cable as per detailed technical 140.00 Mtr 194.00
specifications of R/C of GWSSB conforming to IS 694, IEC 60227 /
(GWSSB-Mech-2022-23, It No-3.1 (E), Sec-E, Page-35)(100 mt +
18 Manufacture, Supply and Delivery of 80 mm Nominal dia UPVC 80.00 mtr 399.66
Column Pipes including PVC Socket (Coupler), Density of Pipe 1.38 to
1.43 Gm per Cm3 , OD : 87.5 TO 88.2MM, Wall Thickness End :
9.8mm to 11.9mm, Berral : 7.3mm to 9.0mm, Length: 3 Mtrs.
(GWSSB-Mech-2022-23, It No-15b-5, Sec-B, Page-23))size 80mm
19 Lowering of three phase submersible pump set complete with 1.00 Job 2000.00
required size & length of column / HDPE pipes erected by means of
proper chain pully block and pipe wrenches after checking of
threads of each pipe and coupling to take the load of the pump set
and pipe assembly filled with water
B) From 90 to 150 meter depth
(SOR 2022-23, Section E, Page No. 92, Item No. 50.1 (B)).
Total ( B3 ) :-
Schedule-B4 : Drilling of 200mm dia X 100mts deep tubewell At Near Hummad Kuva At Prantij Nagarpalika
Sr. No. Description Quantity Unit Rate Amount
1 Drilling of pilot bore hole in alluvial strata by direct 100.00 Rmt 602.00
rotary rig / reverse rotary rig.(GWSSB-Mech-2022-23, It No-1.1
Annexure-A, Sec-A, Page-1)
2 Reaming of 250/300mm dia. Bore hole to following bore hole 100.00 Rmt. 368.00
including assembling, joining, lowering of housing casing strainer
pipes and other assemble item with gravel packing and other
assemble items with packing and clay ball packing etc. (GWSSB-
Mech-2022-23, It No-1.2 Annexure-A, Sec-A, Page-1)(2)550dia.bore
hole from 0.00 to 300mtrs.
3 Supply gravel of selected size 4mm to 10mm. 19.00 Cmt. 2029.00
(GWSSB-Mech-2022-23, It No-13 Annexure-A, Sec-A, Page-14)
4 Lowering and removing of 100 mm dia dropline and 32 mm dia 100.00 Rmt 148.00
airline for development of each water bearing Zones come across up
to full depth of Deep tubewell of size 200 mm/250 mm/300 mm dia
for the tubewell upto 185 Mtr. deep through suitable air compressor.
The job is for complete period of development. (Where water level is
very deep and 2/3rd submersion is not achived.) * All the required
accessories, machineries etc for above job will have to be provided
by contractors (GWSSB-Mech-2022-23, It No-1.4 Annexure-A, Sec-A,
Page-2)(B) Air Compressor
5 (B3)Development of tubewel: Development of tubewell zone wise 1.00 Job 27330.00
with 900 CFM/200 PSI air compressor up to availability of sand free
discharge. The Air compressor should run minimum for six hrs of
upto availability of sand free discharge. (GWSSB-Mech-2022-23, It
No-29-E, Sec-A, Page-17) Pipe and bore material
6 Manufacture, supply and delivery of ISI marked ERW MS pipes 100.00 Mtr 2407.00
conforming to IS: 4270/2001 with latest amendment. (a) 200 mm
dia. (Minimum 6.00 mm thick)
(GWSSB-Mech-2022-23, It No-7, Sec-B, Page-18)
7 Slotting of MS ERW blank pipe of following size having slot size as 64800.00 Per Slot 0.23
6.75 cm x 6.35 cm x 1.59 mm (including unloading of blank pipes
from truck & reloading slotted pipes into truck). (b) 250 mm dia.
(GWSSB-Mech-2022-23, It No-2B, Sec-C, Page-26)
8 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 1627.71
bolts of standard make & suitable to 200 dia. Pipe. Size. 750 mm X
mm X 16 mm flat to 200 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
9 (B) Clamps made from MS plate with 3 holes on either side nuts & 1.00 Pair 569.10
bolts of standard make & suitable to 100/125 dia. Pipe. Size. 450mm
X 65mm X 10 mm flat suitable to 65/80 mm dia. pipe.
(GWSSB-Mech-2022-23, It No-1, Sec-B, Page-17)
10 (C) Bore plug having 100 mm height made from MS plate with 3 1.00 No 774.82
holes at equal distance on circumference for nut bolts type locking
arrangement with nut bolts & lock nuts of standard make etc.
complete. (a) for 200 mm ERW pipes.(Thickness of plate is minimum
0.5 mm for top also
(GWSSB-Mech-2022-23, It No-2(B)(iii), Sec-B, Page-17)
11 (B)MS bail plug having length of 0.45 meter length made from 1.00 No 842.61
medium class pipe as per ISS Suitable for 200 mm dia.
(GWSSB-Mech-2022-23, It No-4(A)(e), Sec-B, Page-18)
12 (B) Steel bent pipes suitable to 200 mm dia. Size pipe size 150mm X 64.00 No 66.59
(GWSSB-Mech-2022-23, It No-5, Sec-B, Page-18)
13 Geohydrological ground water investigation (250 mm dia. Deep T/W 1.00 Job 14286.00
with water sample)
(GWSSB-Mech-2022-23, It No-9.1.(b), Sec-A, Page-7)
14 Electro logging of bore hole 1.00 Job 18000.00
(GWSSB-Mech-2022-23, It No-5, Sec-A, Page-6)
15 3 Phase Borewell Submersible Pump Sets 1.00 Set 44298.00
(i) Electric motor driven Borewell submersible pump set conforming
to I.S. 8034 and motor conforms to IS-9283 working at 3 phase
400/440 volt 50 C/S A.C. supply & 2900 R.P.M. (ii) cat No 7.2
Discharge in LPM 510 , Head in mtr 123 , Mini Motor HP 25 ((GWSSB-
Mech-2022-23, It No-1, Sec-E, Page-33))(510 LPM/123Mts /25 HP)
16 Control Panel Board 1.00 No 24276.00
Auto Transformer Starter suitable for local & remote pump control
application consisting of Auto Transformer vacuum impregnated, air
cooled having three (3) tappings at 50%, 65% and 80%), incomer
MCCB / MPCB, overload relay and contactors as per Type II
coordination including digital MFM with RS 485 communication
port, analogue type ammeter with selector switch, run hour meter,
required protective relays & control accessories. (GWSSB-Mech-
2022-23, It No-2.2 (a), Sec-E, Page-34)A. T. S. from 21 to 30 HP
17 PVC insulated flat submersible cable as per detailed technical 140.00 Mtr 194.00
specifications of R/C of GWSSB conforming to IS 694, IEC 60227 /
(GWSSB-Mech-2022-23, It No-3.1 (E), Sec-E, Page-35)(100 mt +
18 Manufacture, Supply and Delivery of 80 mm Nominal dia UPVC 80.00 mtr 399.66
Column Pipes including PVC Socket (Coupler), Density of Pipe 1.38 to
1.43 Gm per Cm3 , OD : 87.5 TO 88.2MM, Wall Thickness End :
9.8mm to 11.9mm, Berral : 7.3mm to 9.0mm, Length: 3 Mtrs.
(GWSSB-Mech-2022-23, It No-15b-5, Sec-B, Page-23))size 80mm
19 Lowering of three phase submersible pump set complete with 1.00 Job 2000.00
required size & length of column / HDPE pipes erected by means of
proper chain pully block and pipe wrenches after checking of
threads of each pipe and coupling to take the load of the pump set
and pipe assembly filled with water
B) From 90 to 150 meter depth
(SOR 2022-23, Section E, Page No. 92, Item No. 50.1 (B)).
Total ( B4 ) :-
Schedule-B5 : CONSTRUCTION OF PAVER BLOCK AT TAVDIYA NI KHADKI DESAI NI POL AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 9.72 Cu.M. 1081.84
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 8.10 Cu.M. 215.63
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed Engineer In-charge
3 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 3.24 Cu.M. 3095.25
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing & Fixing Precast Dye Interlocking Concrete Blocks 60 mm 32.40 Sq.M. 706.93
thick with grade of concrete M200 pnumetic compressed by
mechanically pressed and as per approved design including 75 mm
sand layer for leveling and filling the joint with sand in proper line
5 Repairing Existing M.H. Chamber 4.00 Nos 1811.94
6 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 4.00 Nos 2316.94
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc. Heavy duty
(1.) Frame suitable for 50cm opening of MH (2.)Cover suitable for
50cm opening of MH
Total ( B5 ) :-
Schedule-B6 :CONSTRUCTION OF CC ROAD AT RAMNAGAR VAS VAGHPUR MAIN ROAD TO BAGHJI MAKKAJI
HOME AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 97.20 Cu.M. 1081.84
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 81.00 Cu.M. 109.05
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed up to 50 meters lead.
3 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 32.40 Cu.M. 3095.25
sand : 6- hand broken stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork in (A)
Foundation and Plinth
4 Repairing Existing M.H. Chamber 7.00 Nos. 1811.94
5 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 7.00 Nos. 2316.94
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc.
6 Providing and laying controlled cement concrete M.250 and curing 48.60 Cu.M. 4345.72
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete.
7 Providing & Laying M,S,Side Rail of road thickness with necessary 324.00 Sq.M. 140.11
nut bolt plates fixing as per width, applying 4.50 kg / Sq.Mt. meatalic
hardner applying plate vibrator,electric or diesel in channel.Comp.
with V.D. system (Trimix) by using the all necessary equipments &
materil & machinery,such as running screed vidrator on prelaid
M.S.channel for levelling vaccum pumps, floating & power trovelling
8 Supplying premoulded bituminous joint filter 12 mm thiick 9.90 Sq.M. 553.80
Total ( B6 ) :-
Schedule-B7 : CONSTRUCTION OF CC ROAD AT DEVIPUJAK VAS VAGHPUR MAIN ROAD TO RAJUBHAI
VAGHELA HOME AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 96.00 Cu.M. 1081.84
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 102.25 Cu.M. 109.05
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed up to 50 meters lead.
3 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 40.90 Cu.M. 3095.25
sand : 6- hand broken stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork in (A)
Foundation and Plinth
4 Repairing Existing M.H. Chamber 7.00 Nos. 1811.94
5 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 7.00 Nos. 2316.94
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc.
6 Providing and laying controlled cement concrete M.250 and curing 61.35 Cu.M. 4345.72
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete.
7 Providing & Laying M,S,Side Rail of road thickness with necessary 409.00 Sq.M. 140.11
nut bolt plates fixing as per width, applying 4.50 kg / Sq.Mt. meatalic
hardner applying plate vibrator,electric or diesel in channel.Comp.
with V.D. system (Trimix) by using the all necessary equipments &
materil & machinery,such as running screed vidrator on prelaid
M.S.channel for levelling vaccum pumps, floating & power trovelling
8 Supplying premoulded bituminous joint filter 12 mm thiick 7.65 Sq.M. 553.80
Total ( B7 ) :-
Schedule-B8 :CONSTRUCTION OF CC ROAD AT SHETHVADA BHARATBHAI KADIYA HOME TO BHARATBHAI
SHAH HOME AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 67.51 Cu.M. 1081.84
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 75.76 Cu.M. 109.05
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed up to 50 meters lead.
3 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 30.30 Cu.M. 3095.25
sand : 6- hand broken stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork in (A)
Foundation and Plinth
4 Repairing Existing M.H. Chamber 6.00 Nos. 1811.94
5 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 6.00 Nos. 2316.94
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc.
6 Providing and laying controlled cement concrete M.250 and curing 45.46 Cu.M. 4345.72
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete.
7 Providing & Laying M,S,Side Rail of road thickness with necessary 303.03 Sq.M. 140.11
nut bolt plates fixing as per width, applying 4.50 kg / Sq.Mt. meatalic
hardner applying plate vibrator,electric or diesel in channel.Comp.
with V.D. system (Trimix) by using the all necessary equipments &
materil & machinery,such as running screed vidrator on prelaid
M.S.channel for levelling vaccum pumps, floating & power trovelling
8 Supplying premoulded bituminous joint filter 12 mm thiick 9.77 Sq.M. 553.80
Total ( B8 ) :-
Schedule-B9 :CONSTRUCTION OF CC ROAD AT SONIWADA CHOWK AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 64.80 Cu.M. 1081.84
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Box cutting the road surface to proper slope and camber for making 54.00 Cu.M. 109.05
a base for road work including removing the excavated stuff and
depositing on the road side slope as directed up to 50 meters lead.
3 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 21.60 Cu.M. 3095.25
sand : 6- hand broken stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork in (A)
Foundation and Plinth
4 Repairing Existing M.H. Chamber 2.00 Nos. 1811.94
5 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at 2.00 Nos. 2316.94
store or at site of work precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing including cost of
reinforcement M.S. Angles or Flat, curing mold work etc.
6 Providing and laying controlled cement concrete M.250 and curing 32.40 Cu.M. 4345.72
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete.
7 Providing & Laying M,S,Side Rail of road thickness with necessary 216.00 Sq.M. 140.11
nut bolt plates fixing as per width, applying 4.50 kg / Sq.Mt. meatalic
hardner applying plate vibrator,electric or diesel in channel.Comp.
with V.D. system (Trimix) by using the all necessary equipments &
materil & machinery,such as running screed vidrator on prelaid
M.S.channel for levelling vaccum pumps, floating & power trovelling
Total ( B9 ) :-
Schedule-B10 : CONSTRUCTION OF PROTECTION WALL AT GALECHI BHAGOL INDIRANAGAR TEKRA AT
Sr. No. Description Quantity Unit Rate Amount
1 Excavation for foundation upto 1.5M depth including dewatering, 45.00 Cu.M. 122.99
sorting out and stacking of useful materials and disposing of the
excavated stuff upto all Lead.
Loose or Soft Soil.
2 Excavation for foundation 1.5 to 3.0M depth including dewatering, 9.00 Cu.M. 136.33
sorting out and stacking of useful materials and disposing of the
excavated stuff upto all Lead.
Loose or Soft Soil.
3 Drilling of Pilot bore hole in Alluvial strata by direct Rotary rig. 250 0.00 Cu.M. 568.63
4 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 4.50 Cu.M. 3095.25
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
5 Providing and laying controlled cement concrete M250 and curing 13.50 Cu.M. 4345.72
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
6 Providing formwork of ordinary timber planking so as to give a 18.00 Sq.M. 181.86
rough finish including centering, shuttering, strutting and propping
and centering below supporting floor to ceiling not exceeding 4M.
And removal of the same for in sity reinforced concrete and plain
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
7 Providing and laying controlled cement concrete M250 and curing 21.80 Cu.M. 4655.93
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in
( B ) Walls, from top of foundation level upto floor two level
8 Providing formwork of ordinary timber planking so as to give a 100.00 Sq.M. 258.28
rough finish including centering, shuttering, strutting and propping
and centering below supporting floor to ceiling not exceeding 4M.
And removal of the same for in sity reinforced concrete and plain
concrete work in
( C ) Vertical surface such as wall
9 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 3561.00 Kg. 77.29
bending, binding and placing in position complete upto floor two
10 Filling available excavated earth ( excluding rock ) in trenches, 54.00 Cu.M. 136.92
plinth, sides of foundation etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by ramming and watering.
11 providing and mixing water proofing material in cement in mix 50.00 Lit 49.16
proportion recommended by the manufacturers.
12 Providing and fixing to wall ceiling and floor 10.0kg F/cm2 working 28.00 R.Mt. 280.24
pressure poluthene pipes of the following outside dia low density
complete with specials flange compresion type fittings, wall clips etc.
including making good the wall ceiling and floor
13 Providing 20mm thick sand faced cement plaster on walls upto 128.60 Sq.M. 321.10
height 10mt. Above ground level consisting of 12mm thick backing
coat of C.M. 1:3 ( 1-cement : 3-sand ) and 8mm thick finishing cost of
C.M.1 :1 ( 1-Cement : 1-Sand) etc. complete.
14 Finishing Wall with Weather Proof Exterior Emulsion Paint on wall 128.60 Sq.M. 65.25
Surface (Two Coats) to give an required shape even shade after
throughly brushing the surface free from mortar dropping and other
foreign matter and sand papered smooth.
Total ( B10 ) :-
Schedule-B11 : CONSTRUCTION OF DRAINAGE PIPE LINE AT GOVINDBHAI SOMABHAI MAKWANA NA GARE TO
SURESHJI MAKWANA NA GARE JAMBUDIVAS AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 60.89 Cu.M. 1081.84
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Excavation for foundation upto 1.5M depth including sorting out and 288.37 Cu.M. 122.99
stacking of useful materials and disposing of the excavated stuff as
directed Engineer In-charge upto all Lead.
Loose or Soft Soil.
3 Excavation for foundation 1.5 to 3.0M depth including sorting out 8.52 Cu.M. 136.33
and stacking of useful materials and disposing of the excavated stuff
as directed Engineer In-charge upto all Lead.
Loose or Soft Soil.
4 Supplying and fixing reinforced concrete heavy duty non- pressure 130.00 R.M. 660.00
pipes with collars for culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the pipes in C.M. 1:2 watering
and laying (to level or slopes) of class NP3 of following internal
daimeters.(i) 300mm dia.
5 Filling available excavated earth ( excluding rock ) in trenches, 82.32 Cu.M. 136.92
plinth, sides of foundation etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by ramming and watering.
6 Constructing Manhole with RCC top slab in 1:2:4 mix (1-Cement, 2-
Coarse Sand, 4-graded stone aggregate 20mm nominal size)
foundation concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-Bick bats
40+50 mm size) inside plaster 15 mm. thick with cement mortar 1:5
(1-cement , 5-coarse Sand) finished with a floating coat of neat
cement and making channels in cement concrete 1:2:4 mix (1-
Cement, 2-Coarse Sand, 4-graded stone aggregate 20mm nominal
size) finished smooth comlete including curing and festing (i) Inside
size 900 mm x 1200 mm and 1.5 m. deep including C.I. cover with
frame size 560 mm diameter total weightof cover & frame to be not
less than 128 kgs (Wt of cover 64 kg and wt of frame 64 kg) or
Bombay pattern jali (A) with 230 mm thick walls of brick masonary
using brick having crushing strength not less than 35 kg/sq.cm. in
cement mortar 1:5 (1-cement , 5-coarse Sand)
(ii) B type depth 1.50 Metre for 150mm diameter sewer. 4.00 Nos. 19349.64
(iii) C type depth 2.25 Metre for 150mm diameter sewer. 2.00 Nos 23470.49
7 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse 23.40 Cu.M. 3095.25
sand : 6- hand broken stone aggregates 40 mmnominal size) and
curing complete excluding cost of formwork in (A)
Foundation and Plinth
8 Providing and laying controlled cement concrete M.250 and curing 23.40 Cu.M. 4345.72
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations, footings, Base of
columns and Mass concrete.
Total ( B11 ) :-
Schedule-B12 : CONSTRUCTION OF STORM WATER DRAINAGE PIPE LINE FROM REVABHAI RAVAL HOUSE TO
TINABHAI RAVAL RUSHIVAS AT PRANTIJ.
Sr. No. Description Quantity Unit Rate Amount
1 Demolition including stacking of serviceable materilas and disposal 15.12 Cu.M. 1081.83
of unserviceable materials with all lead and lift. (i) R.C.C. work
2 Excavation for foundation upto 1.5M depth including sorting out and 138.21 Cu.M. 122.99
stacking of useful materials and disposing of the excavated stuff as
directed Engineer In-charge upto all Lead.
Loose or Soft Soil.
3 Supplying and fixing reinforced concrete heavy duty non-pressure 57.50 R.M. 660.00
pipes with collars for culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the pipes in C.M. 1:2 watering
and laying (to level or slopes) of class NP3 of following internal
daimeters.(i) 300mm dia.
4 Filling available excavated earth ( excluding rock ) in trenches, 120.15 Cu.M. 136.92
plinth, sides of foundation etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by ramming and watering.
5 Constructing Manhole with RCC top slab in 1:2:4 mix (1-Cement, 2-
Coarse Sand, 4-graded stone aggregate 20mm nominal size)
foundation concrete 1:3:6 mix (1-Cement, 3-Coarse Sand, 6-Bick bats
40+50 mm size) inside plaster 15 mm. thick with cement mortar 1:5
(1-cement , 5-coarse Sand) finished with a floating coat of neat
cement and making channels in cement concrete 1:2:4 mix (1-
Cement, 2-Coarse Sand, 4-graded stone aggregate 20mm nominal
size) finished smooth comlete including curing and festing (i) Inside
size 900 mm x 1200 mm and 1.5 m. deep including C.I. cover with
frame size 560 mm diameter total weightof cover & frame to be not
less than 128 kgs (Wt of cover 64 kg and wt of frame 64 kg) or
Bombay pattern jali (A) with 230 mm thick walls of brick masonary
using brick having crushing strength not less than 35 kg/sq.cm. in
cement mortar 1:5 (1-cement , 5-coarse Sand)
(ii) B type depth 1.50 Metre for 150mm diameter sewer. 4.00 Nos. 19349.64
6 Filling, Foundation & Plinth with murrum or selected soil in layers of 20.70 Cu.M. 294.39
20 cms thickness including watering , ramming and consolidation etc
Total ( B12 ) :-
Schedule-B13 :CONSTRUCTION OF SHED WORK AT NAVAPURA SMASAN AT PRANTIJ NAGARPALIKA AREA
Sr. No. Description Quantity Unit Rate Amount
1 Excavation for foundation upto 1.5M depth including sorting out and 5.40 Cu.M. 212.52
stacking of useful materials and disposing of the excavated stuff with
Loose or Soft Soil.
2 Providing and laying cement concrete 1:3:6 ( 1: Cement : 3- Coarse 2.60 Cu.M. 3095.25
Sand : 6- hand broken stone aggregates 40mm nominal size) and
curing complete excluding cost of formwork in
(A) Foundation & Plinth
3 Providing and laying cement concrete M250 and curing complete 7.55 Cu.M. 4345.72
excluding the cost of formwork and reinforcement for reinforced
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
4 Providing formwork of ordinary timber planking so as to give a 14.28 Sq.M. 181.85
rough finish including centering, shuttering, strutting and propping
and centering below supporting floor to ceiling not exceeding 4M.
And removal of the same for in sity reinforced concrete and plain
concrete work in
( A ) Foundation, footing, Base of Columns and mass concrete
5 Providing and laying controlled cement concrete M250 and curing 0.23 Cu.M. 4734.71
complete excluding the cost of formwork and reinforcement for
reinforced concrete work in
6 Providing formwork of ordinary timber planking so as to give a 1.56 Sq.M. 315.74
rough finish including centering shuttering
strutting and propping etc. height of propping and
centering below supporting floor to ceiling not exceeding 4 M. and
removal of the same for in situ reinforced concrete and plain
concrete work in. (G) Columns PillarsPosts and struts. (1) Square
Rectangular Polygonal in plan.
7 Filling available excavated earth ( excluding rock ) in trenches, 5.40 Cu.M. 136.92
plinth, sides of foundation etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by ramming and watering.
8 Providing T.M.T. Steel Bar Reinforcement for R.C.C.work including 558.40 Kg 77.29
bending, and placing in position complete upto floor two level.
9 Providing and fixing M.S. grills of required pattern to wooden frame 624.00 Kg. 106.29
of windows with M. S. flat at required spacing & frame alround,
square or round bars with round bars with round headed bolts and
nuts or by screws.
10 Painting Three coats ( including One Coat priming coat & Two Coat 342.96 Sq.M. 105.44
enamal Paint) on new steel and other metal surface with snthetic
enamel paint ,brushing to give an even shade including cleaning
surface of all dirt, dust and other foreign matter.
11 Steel work welded, in built up sections, framed work including 28.51 Quintal 6747.08
cutting hositing, fixing in position and applying a priming coat of red
(B) In trusses and trussed purlins upto 25 m span and 15m overall
12 Providing corrugated G.I. sheets roofing fixed with galvanised iron 65.25 Sq.M. 734.19
“J” or “L” hooks bolts and nuts 8 mm diameter with bitumen and G.I.
limpet washeres, filled with white lead complete excluding the cost
of purlins rafters and trusses (1) 0.80 mm thick sheet.
Total ( B13 ) :-
Total (B1 to B13 ) :-
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