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Tender ID
Tender Value
₹9.4 Cr
EMD Value
₹9.4 L
Closing Date
13 Apr 2026, 6:30 pmClosed
Vice President, (P), GUDC Ltd., Gandhinagar
Mandvi (Kutch) SWD - Storm Water Drainage Scheme (SWD) under SJMMSVY : Working Survey, Soil Investigation, Design and Construction Work of R.C.C. Box Drain with CI Gates arrangement, replacement of UGD Network, Stone Pitching, etc. for Mandvi (Kutch) - Storm Water Drainage Scheme (SWD) Project under Swarnim Jayanti Mukhya Mantri Sehri Vikas Yojana for Mandvi Nagarpalika, Taluka - Mandvi, District-Kutch, Gujarat Under SJMMSVY
286310
GUDC/PROJECTS/SJMMSVY/SWD/MANDVI (K)
Open
Civil Works - Others
Works
Gandhinagar
3 documents required · 3 mandatory
₹14,160
GUDC Ltd., Gandhinagar
₹9.4 L
13 Mar 2026
13 Mar 2026
13 Mar 2026
13 Apr 2026
13 Mar 2026
Clearing the silt from the canal/drain bed by a digging the same
to the required bed level and gradient including depositing the
excavated earth regularly in spoil bank for utilizing the same
preparing the banks after breaking clods as and where directed
for all leads and lifts.
For Canals Below 20 Cusec. & 0 to 1.5 m lift.
Clearing and grubbing road land including uprooting rank
vegetation grass bushes,shrubs,sapling and trees girth up to
2 300 mm removal of stumps of trees cut earlier and disposal of 0.07 Ha 28455.09
unserviceable materials (C) By mechanical means in area of
light jungle
Dewatering by pumping set of required capacity including
temporary platform carting pumping at site and fixing the same
3 in position including all accessories. and fuel and labour etc. 14400.00 HP/HR 18.32
Pump set of capacity
Demolition including stacking of serviceable materilas and
4 disposal of unserviceable materials with all lead and lift. (i) 930.00 Cu Mt 1082.35
R.C.C. work
Excavation for pipe line trenches for water supply, sewerage
line, manhole etc. all with shoring and struting if required as per
required gradient and line including safety provisions using site
5 rails and stacking excavated stuff including up to all required 1769.49 Cu Mt 102.35
lead cleaning the site etc. complete for all lifts and strata as
specified.
In all sorts of soil and soft murrum
In hard murrum, boulders incl. macadam road
Upto 1.50 mt depth
In soft rock and/or masonry in CM or L M or Lime Concrete
Upto 1.50 mt depth
Providing and casting in situ mass cement concrete in grade M-
10 (approx. corresp.to prop. 1:3:6) using granite quartzite trap
metal of size 12 mm to 25 mm incl. consolidation curing etc.
complete With form work
Providing and cast in situ C.C. in grade M-30 proportions of
ingredients as per mix design by weigh batching using grariite,
quartzite trap metal of size 12 mm to 20 mm and or 6 mm To
12 mm Including Scaffolding, Centering, Formwork , Needle
7 Vibration Consolidation.Curing and Hydraulic Testing Etc 2708.40 Cu Mt 9444.95
Complete. (Excluding Cost Of Reinforcement) With Centering
and Shuttering /Deshuttering Etc Comp. Up To 6 Meter
Height/Depth Av GL For All water retaining Structures For Flat
Bottom Slab With Shuttering
8 For Vertical Wall Above 20 cm To 25 cm 1735.67 Cu Mt 9388.60
9 For beam 4.73 Cu Mt 9758.90
Schedule-B1
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
Supplying cutting, bending, binding and placing in position steel
as per plan and design and as per ISS 2502 including cost of
steel and binding wire for reservoirs/structures only including
ift up to 6 meter height or depth below G.L. for all diameters Do-
CRS steel all diameter Fe 500grade confirming to relevant I.S.
Cement plaster 20 mm thick in C.M. 1:2 using water proofing
11 compound of approved qualitv including finishing etc. 9083.00 Sq Mt 232.30
Refilling the pipeline trenches incl. ramming, watering,
12 consolidating desposal of surplus stuff as directed within a 2940.60 Cu Mt 25.30
radius of 3 km. Refilling as directed
Purchasing & supplying at site of works, with Railway freight,
loading, unloading, carting, etc. complete such as joints,
channels, angles, iron rails, etc. For Flat Jali - ms 25 x 10 mm
Distance 75 mm C/C
Labour charges for lowering laying, erecting, fixing, various size
14 of M. S. section such as joints channel, angles plates etc. 1.25 MT 13069.75
Painting two coats (excluding priming coat) on new steel and
other metal surface with synthetic enamel paint, brushing to
give an even shade including cleaning the surface of all dirt,
dust and other foreign matter.
Providing and laying rubble stone pitching 22.50cm thick
including preparing the surface and providing 35cmx35cm
panel wall cement concrete 1:2:4(1 cement : 2 coarse sand :
16 crushed stone agg 20mm nominal size) @ 3.0mt c/c distance 189.00 Sq Mt 846.50
filling interstices with sand including pointing on pitching in
C.M. 1:3 including curing, cost of all materials and labor as
directed on site etc.
Providing and applying asphalt / bituminous painting over the
prepared surface using bitumen, and applied uniformly
including cleaning of surface, application with brush/broom,
tools, labour, scaffolding if required, and all incidental works
complete as directed by the Engineer-in-Charge
Total of Schedule :-
Schedule-B2
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
Providing and supplying ISI Standard R.C.C. pipes(of Sulphate
Resisting Cement) in standard lengths of following class and
diameter suitable for either collar joints or rubber ring joints
including all taxes, insurance, transportation,freight charges,
1 octroi, inspection charges, loading, unloading, conveyance to 90.00 Rmt 417.00
departmental stores, stacking etc.Note : One collar should be
supplied with each full length plain ended RCC pipe, cost included
in rates below. Horizontally Cast - 200 mm Dia - Class NP3 Test
Pressure 0.7 Kg/Sq cm
As Above 300 mm Dia Pipe - Class NP3 Test Pressure 0.7 Kg/Sq cm
As Above 350 mm Dia Pipe - Class NP3 Test Pressure 0.7 Kg/Sq cm
Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of
following diameters in proper position, grade and alignment at all
2 level as directed by Engineer-in-charge including conveyance from 90.00 Rmt 89.96
stores to site of work, labour, giving hydraulic testing asper ISI
code.- 200 MM Dia RCC NP3
2.1 As Above 300 mm Dia Pipe 293.00 Rmt 136.85
2.2 As Above 350 mm Dia Pipe 285.00 Rmt 152.95
Providing and supplying ISI marked only Standard length
Stoneware pipes in standard lengths of following class and
diameter including all loxes, surance,transportation, freight
charges. octroi. inspection charges,ading,unloading, conveyance lo
departmental stores. stocking etc. complete. (IS - 651 / 1989) Class
AA - 100 MM Dia
Lowering, laying and jointing Stone Ware pipes of following
diameters with cement joints in C. M. 1 :1 proportion in proper
4 position, grade and alignment at all level as directed by Engineer- 50.00 Rmt 66.70
in-charge including conveyance from stores to site of work,
Jointing material etc. comp. -100 mm Dia
RCC precost M.H. Frome & Cover Manufacture. supply & Delivery
at 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
Frame Suitable For 50 CM Opening Of MH
5.1 Cover Suitable For 50 CM Opening Of MH 25.00 Nos 1173.00
Excavation for pipe line trenches for water supply, sewerage line,
manhole etc. all with shoring and struting if required as per
required gradient and line including safety provisions using site
rails and stacking excavated stuff including up to all required
6 lead cleaning the site etc. complete for all lifts and strata as 442.75 Cu Mt 102.35
specified.
0.00 To 1.50 Mtr Depth
In In soft soil & soft murrum
6.1 In hard murrum, boulders incl. macadam road. 442.75 Cu Mt 155.25
6.2 In soft rock and/or masonry in CM or L M or Lime Concrete. 438.69 Cu Mt 187.45
Schedule-B2
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking,
chiseling, or by chiseling/breaking only..
1.50 To 3.00 Mtr
In soft rock and/or masonry in CM or L M or Lime Concrete.
In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking,
chiseling, or by chiseling/breaking only.
3.00 To 4.50 Mtr
6.6 In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, 280.18 Cu Mt 456.55
chiseling, or by chiseling/breaking only.
4.50 To 6.00 Mtr
6.7 In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, 0.50 Cu Mt 465.75
chiseling, or by chiseling/breaking only.
Constructing brick masonry chamber for underground C.I.
Inspection chamber and bends with bricks having crushing
strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame
(Light duty) 455mm x 610mm intenal dimensions total weight of
cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.)
7 and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement 5.00 Nos 3660.78
:2- coarse sand :4-graded stone aggregate 20mm size) foundation
concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3
finished smooth with a floating coat of neat cement on walls and
bed concrete etc. complete.(ii) Inside dimensions 500mm x
mm and 450mm deep for pipe line with one or two inlets
Providing and constructing Sewer manholes, scraper manholes
and unit house connection chamber, as per the type design in
brick masonry in C. M. 1:5 and inside and outside 20mm thick
plastering in C. M. 1:3 necessary 100 mm coping with
reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing manhole
frame and covers (But excluding supply of manhole frame and
covers) over manholes and house connection chambers and fixing
8 Manhole covers (but excluding supplying of manhole covers) over 22.00 Nos 24283.40
scraper manhole etc. complete, providing and fixing safety chain
wherever necessary as per the stipulations in the type design
complete as per latest CPHEEO manual.(excl. excavation).
Manhole type "B" circular type having inside diameter of minimum
1500 mm and for depth from 1.5 M to 4.0 M (for 150 mm to
mm dia sewers)
Manhole type "B" as above but upto 1.5 M depth
Extra deoth bevond 1.5 M but unto 4.0 M depth for type "B"
manhole above.
Manhole type "C" circular type having inside diameter of minimum
1500 mm and for depth beyond 4.0 m to 6.0 m (for 150 mm to
1800 mm dia sewers) - Manhole type "C" as above but upto 4.0 M
Extra deoth bevond 4.0 M and upto 6.0 M depth for type "C"
8.3 Manhole above. 0.47 Rmt 21603.90
Schedule-B2
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
Refilling the pipeline trenches incl. ramming,watering,
9 consolidating disposal of surplus stuff as directed within a radius 2924.25 Cu Mt 25.30
Providing bedding incl. ramming, watering, levelling, consolidating
etc. Complete as per standard and instruction of enaineer
Total of Schedule :-
Schedule-B3
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
Dewatering by pumping set of required capacity including
temporary platform carting pumping at site and fixing the same
in position including all accessories. and fuel and labour etc.
Demolition including stacking of serviceable materilas and
2 disposal of unserviceable materials with all lead and lift. (i) 14.70 Cu Mt 1082.35
R.C.C. work
Demolition of Brick work and stone masonry including stacking
of serviceable materilas and disposal of unserviceable materials
with all lead and lift.(ii) In Cement Mortar.
Excavation for pipe line trenches for water supply, sewerage
line, manhole etc. all with shoring and struting if required as per
required gradient and line including safety provisions using site
rails and stacking excavated stuff including up to all required
lead cleaning the site etc. complete for all lifts and strata as
specified.
In all sorts of soil and soft murrum
Upto 1.50 mt depth
In hard murrum, boulders incl. macadam road
Upto 1.50 mt depth
In soft rock and/or masonry in CM or L M or Lime Concrete
Upto 1.50 mt depth
1.50 mt to 3.00 mt depth
In soft rock and/or masonry in CM or L M or Lime Concrete.
In hard rock and/ or in C. C. 1 :2:4 or RCC with blasting,
breaking, chiseling, or by chiseling/breaking only.
Providing and casting in situ mass cement concrete in grade M-
10 (approx. corresp.to prop. 1:3:6) using granite quartzite trap
metal of size 12 mm to 25 mm incl. consolidation curing etc.
complete. - With Form Work
Providing and cast in situ C.C. in grade M-30 proportions of
ingredients as per mix design by weigh batching using grariite,
quartzite trap metal of size 12 mm to 20 mm and or 6 mm To
12 mm Including Scaffolding, Centering, Formwork , Needle
6 Vibration Consolidation.Curing and Hydraulic Testing Etc 81.79 Cu Mt 9444.95
Complete. (Excluding Cost Of Reinforcement) With Centering
and Shuttering /Deshuttering Etc Comp. Up To 6 Meter
Height/Depth Av GL For All water retaining Structures For Flat
Bottom Slab With Shuttering
6.1 For Vertical Wall Above 20 cm To 25 cm 119.46 Cu Mt 9295.45
6.2 For beam 4.09 Cu Mt 9758.90
6.3 Column 1.00 Cu Mt 10714.55
Schedule-B3
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
Supplying cutting, bending, binding and placing in position steel
as per plan and design and as per ISS 2502 including cost of
steel and binding wire for reseNoirslstructures only including ift
up to 6 meter height or depth below G.L. for all diameters - Do-
CRS steel all diameter Fe 500grade confirming to relevant I.S.
Cement plaster 20 mm thick in C.M. 1:2 using water proofing
8 compound of approved qualitv including finishing etc. 301.10 Sq Mt 232.30
Refilling the pipeline trenches incl. ramming, watering,
9 consolidating desposal of surplus stuff as directed within a 133.71 Cu Mt 25.30
radius of 3 km. Refilling as directed
Providing fabricating and fixing /installing C.I. gates of size as
10 per design with operating handle etc. for by pass arrangement 5496.25 Kg 94.30
with ISI Mark- CI Gate and as directed by Engg
Painting two coats (excluding priming coat) on new steel and
other metal surface with synthetic enamel paint, brushing to
give an even shade including cleaning the surface of all dirt,
dust and other foreign matter.
Providing and fixing 50 cm wide M.S. Ladder fabricated from
M.S. Flats 10 mm x 75 mm with 20 mm dia steel bar steps in
12 double rows, @ 30 cm CIC. The include stays of 10 mm x 50 mm 7.00 Rmt 3392.50
flats fixed at 3 meter CIC with welding nchoring and 3 coats R
Mt. anticorrosive paint.
Providing and fixing M.S. grills of required pattern to wooden
frames of windows etc. with M.S. flats at required spacings and
frame alround, square or round bars with round headed bolts
and nuts or by screws (A) Plain Grill.- For Railing
Applying priming coat over new steel and other metel surface
after and including preparing the surface by throughly cleaning,
14 oil,grease, dirt and other foreign matter and scoured with 103.40 Sq Mt 36.42
brushes fine steel wood, scrapers and sand paper with ready
mixed priming paint brushing red lead.
Painting two coats (excluding priming coat) on new steel and
other metal surface with enamel paint, brushing, interior to
15 give an even shade including cleaning the surface an even 103.40 Sq Mt 92.20
shade including cleanicn the surface of all dirt, dust and other
foreign matter.
Total of Schedule :-
Schedule-B4
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
Excavation for pipe line trenches for water supply, sewerage
line, manhole etc. all with shoring and struting if required as
per required gradient and line including safety provisions
using site rails and stacking excavated stuff including up to all
required lead cleaning the site etc. complete for all lifts and
strata as specified.
In all sorts of soil and soft murrum
Upto 1.50 mt depth
In hard murrum, boulders incl. macadam road
Upto 1.50 mt depth
In soft rock and/or masonry in CM or L M or Lime Concrete
Upto 1.50 mt depth
Earthwork for embankment including breaking clods, dressing
with all lead and lift and including watering rolling and
consolidation of subgrade in layers at O.M.C. to required dry
density including filling the depression which occur during the
process using power roller 8T to 10T. (E) From Borrow area
within 3.0KM. lead - For Filling & Cutting
Providing and casting in situ mass cement concrete in grade M-
10 (approx. corresp.to prop. 1:3:6) using granite quartzite trap
metal of size 12 mm to 25 mm incl. consolidation curing etc.
complete. - With Form Work
Providing and cast in situ C.C. in grade M-30 proportions of
ingredients as per mix design by weigh batching using grariite,
quartzite trap metal of size 12 mm to 20 mm and or 6 mm to
12 mm including scaffolding centering formwork, needle
4 vibratedconsolidation. curing and hydraulic testing etc. 113.69 Cu Mt 9758.90
complete (excluding cost of reinforcement) with centering
and uttering/deshuttering etc. comp. up to 6 meter height
/depth Av. G.L.for all water rataining structures - Beams
Supplying cutting, bending, binding and placing in position
steel as per plan and design and as per ISS 2502 including cost
of steel and binding wire for reseNoirslstructures only
including ift up to 6 meter height or depth below G.L. for all
diameters Do-CRS steel all diameter Fe 500grade confirming
to relevant I.S.
Cement plaster 20 mm thick in C.M. 1:2 using water proofing
6 compound of approved qualitv including finishing etc. 504.00 Sq Mt 232.30
Refilling the pipeline trenches incl. ramming, watering,
7 consolidating desposal of surplus stuff as directed within a 368.40 Cu Mt 25.30
radius of 3 km. Refilling as directed
Schedule-B4
DESCRIPTION OF ITEM Qunatity Unit Rate Amount
Providing and laying rubble stone pitching 22.50cm thick
including preparing the surface and providing 35cmx35cm
panel wall cement concrete 1:2:4(1 cement : 2 coarse sand :
crushed stone agg 20mm nominal size) @ 3.0mt c/c distance
filling interstices with sand including pointing on pitching in
C.M. 1:3 including curing, cost of all materials and labor as
directed on site etc.
Total of Schedule :-
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02_Vol-I-B_SBD_GUDC_Works_GCC_Mandvi(Kutch)_SWD.pdf
03_Vol-II-Part-A_Extent_of_Work_Mandvi_Kutch.pdf
04_Vol-II-Part-B_Tech_Specification_Mandvi_Kutch.pdf
05_Vol-II_Part-C_Technical_Data Sheet_Mandvi_SWD.pdf
06_Vol-II_Part-D_Gen_Tech_Spec_Civil_R_and_B.pdf
07_Vol-III_SBD_GUDC_Works_Price_Bid_Mandvi(Kutch)_SWD.pdf
08_Vol-III_Schedule-B_Mandvi(Kutch)_SWD.pdf
09_Vol-IV_Bid_Drawings_Mandvi(K)_SWD.pdf
10_DMO_2876_01-May-2025_273.pdf
11_GR_DOC_1.pdf
12_GR_DOC_2.pdf
01_Vol-I-A_SBD_GUDC_Works_Tech_Bid_Mandvi(Kutch)_SWD.pdf
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