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Tender ID
Tender Value
₹25.8 Cr
EMD Value
₹25.8 L
Closing Date
1 Apr 2026, 6:00 pmClosed
Executive Engineer , Ahmedabad Urban Development Authority, Ahmedabad
PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING OF STORM WATER PIPE NETWORK AND CONSTRUCTION OF STORM WATER OUTFALL STRUCTURE FOR IG ZONES AND DTPS 134, 138/A and 138/B AT SANAND (AUDA) PHASE 01, INCLUDING ROAD RESURFACING AND ALL ALLIED WORKS. (Job No.42/2025 - 26)
283480
Job No.42/2025-26)
Open
Miscellaneous Works
Works
Ahmedabad
3 documents required · 3 mandatory
₹18,000
Ahmedabad Urban Development Authority, Ahmedabad
₹25.8 L
6 Mar 2026
6 Mar 2026
6 Mar 2026
1 Apr 2026
6 Mar 2026
Sr No Description Total Cost
1 Gravity Network ₹
2 Ancillary Works ₹
3 Inlet Catch Basin and connecting Pipe ₹
4 Road Resurfacing ₹
TOTAL COST WITHOUT GST RS ₹
SAY NET AMOUNT RS ₹
AUDA SANAND INFRASTRUCTURE DEVELOPMENT WORK FOR IG ZONES AND DTPS
134, 138/A & 138/B at Sanand (AUDA) – Phase-01 (Job No.42/2025-26)
Storm Water Pipe Network for AUDA- SANAND IG & TP134 ZONE, Phase-1
NO. ITEM DESCRIPTION QTY. 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.
a In all sorts of soil and soft murrum
(A) Upto 1.5 Mt. dpt.from G.L. 69180.00 Cu.M. 102.35 ₹
(C) 3.0 Mt TO 4.50 Mt depth 4960.00 Cu.M. 118.45 ₹
Construction of 200mm (as per IRC 37)
ThickGrannular sub base(GSB‐I) by providing coarse
graded material using B.T Metal 53 mm to 26.50 mm
@ 35 % ,26.50 mm to 4.75mm 45% & Coarse sand
below 2.36 mm 20 % in uniform layer with motor
grader on prepared surface mxing by mix in place
method with vibratory roller to achive the desired
density complete as per cluase
As above with Granular Sub-Base bedding 3767.42 Cu.M. 1351.38 ₹
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,
octroi, inspection charges, loading, unloading,
conveyance to departmental stores, stacking etc. &
Note : One collar should be supplied with each full
length plain ended RCC pipe, cost included in rates
rubber ring should be supplied with each full length
socketed pipe, cost included in rates below.
(C1) 250 mm dia (NP3 Class) 11143.00 Rmt. 527.00 ₹
(C2) 250 mm dia (NP4 Class) 417.00 Rmt. 757.00 ₹
(D1) 300 mm dia (NP3 Class) 1891.00 Rmt. 755.00 ₹
(D2) 300 mm dia (NP4 Class) 2258.00 Rmt. 1087.00 ₹
(E1) 350 mm dia (NP3 Class) 663.00 Rmt. 879.00 ₹
(E2) 350 mm dia (NP4 Class) 546.00 Rmt. 1379.00 ₹
(F1) 400 mm dia (NP3 Class) 1012.00 Rmt. 1150.00 ₹
(F2) 400 mm dia (NP4 Class) 191.00 Rmt. 1873.00 ₹
(G1) 450 mm dia (NP3 Class) 929.00 Rmt. 1361.00 ₹
(G2) 450 mm dia (NP4 Class) 11.00 Rmt. 2179.00 ₹
NO. ITEM DESCRIPTION QTY. UNIT RATE AMOUNT
(H1) 500 mm dia (NP3 Class) 880.00 Rmt. 1485.00 ₹
(H2) 500 mm dia (NP4 Class) 48.00 Rmt. 2337.00 ₹
(I1) 600 mm dia (NP3 Class) 731.00 Rmt. 1946.00 ₹
(J1) 700 mm dia (NP3 Class) 703.00 Rmt. 2879.00 ₹
(K1) 800 mm dia (NP3 Class) 1245.00 Rmt. 3175.00 ₹
(L1) 900 mm dia (NP3 Class) 906.00 Rmt. 3601.00 ₹
(M1) 1000 mm dia (NP3 Class) 1459.00 Rmt. 4821.00 ₹
(N1) 1100 mm dia (NP3 Class) 2857.00 Rmt. 5063.00 ₹
(O1) 1200 mm dia (NP3 Class) 1234.00 Rmt. 5899.00 ₹
(P1) 1400 mm dia (NP3 Class) 2186.00 Rmt. 7587.00 ₹
Providing C.C.M.:100 for encasing pipes using trap
metal size 12 mm to 50 mm incl. form work curing
consolidation etc. complete for various location on
using trap metal 20 mm nominal size 2848.42 Cu.M 4730.87 ₹
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 level as directed by
Engineer-in-charge including conveyance from stores
to site of work, labour, giving hydraulic testing as per
(C1) 250 mm dia (NP3 Class) 11143.00 Rmt. 111.55 ₹
(C2) 250 mm dia (NP4 Class) 417.00 Rmt. 111.55 ₹
(D1) 300 mm dia (NP3 Class) 1891.00 Rmt. 136.85 ₹
(D2) 300 mm dia (NP4 Class) 2258.00 Rmt. 136.85 ₹
(E1) 350 mm dia (NP3 Class) 663.00 Rmt. 152.95 ₹
(E2) 350 mm dia (NP4 Class) 546.00 Rmt. 152.95 ₹
(F1) 400 mm dia (NP3 Class) 1012.00 Rmt. 174.80 ₹
(F2) 400 mm dia (NP4 Class) 191.00 Rmt. 174.80 ₹
(G1) 450 mm dia (NP3 Class) 929.00 Rmt. 196.65 ₹
(G2) 450 mm dia (NP4 Class) 11.00 Rmt. 196.65 ₹
(H1) 500 mm dia (NP3 Class) 880.00 Rmt. 217.35 ₹
(H2) 500 mm dia (NP4 Class) 48.00 Rmt. 217.35 ₹
(I1) 600 mm dia (NP3 Class) 731.00 Rmt. 262.20 ₹
(J1) 700 mm dia (NP3 Class) 703.00 Rmt. 308.20 ₹
(K1) 800 mm dia (NP3 Class) 1245.00 Rmt. 347.30 ₹
(L1) 900 mm dia (NP3 Class) 906.00 Rmt. 391.00 ₹
(M1) 1000 mm dia (NP3 Class) 1459.00 Rmt. 431.25 ₹
(N1) 1100 mm dia (NP3 Class) 2857.00 Rmt. 470.35 ₹
(O1) 1200 mm dia (NP3 Class) 1234.00 Rmt. 506.00 ₹
(P1) 1400 mm dia (NP3 Class) 2186.00 Rmt. 586.50 ₹
NO. ITEM DESCRIPTION QTY. UNIT RATE AMOUNT
Providing & Constructing Precast RCC Manhole in
RCC M-40 grade Controlled concrete as per drawing,
in OPC including excavation, 80 mm thick P.C.C. in
M-15, Reinforcement in TMT-500, PVC Foot steps,
Providing & fixing FRC Manhole frame & cover
including inside epoxy paint complete etc.
1.8 m Dia.- 4.01 m to 4.99 m Depth 3.20 Rmt. 12540 ₹
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. complete.
Refilling the pipeline trenches incl. ramming,
watering, consolidating desposal of surplus stuff as 71550.00 C.M. 25.30 ₹
directed within a radius of 3 km.
Conveying, carting and removing of the surplus
excavated stuff from the site to any place within
the AUDA limit as directed by the Engineer-in-
charge including loading, unloading, carting,
dumping and/or spreading as directed etc. Comp
10 ITEM NO.10 :
Drilling of 600mm dia Horizontal borehole for
watermain pipeline crossing under the road incl in all
strata with requried length incl fixing of 500mm dia
M.S/RCC casing pipe with pushing etc complete
various size of pipe for 273.1 to 355.6mm dia
watermain (For 45 mt Length)
MS Casing Pipe + Water Main -355.6mm 120.00 Rmt 16,136.19 ₹
11 ITEM NO.11 :
Drilling of 900mm dia Horizontal borehole for
watermain pipeline crossing under the road incl in all
strata with requried length incl fixing of 800mm dia
M.S/RCC casing pipe with pushing etc complete
various size of pipe for 406.4 to 508mm dia
MS Casing Pipe + Water Main -457mm 30.00 Rmt 29,857.04 ₹
12 ITEM NO.12 :
Drilling of 1300mm dia Horizontal borehole for
watermain pipeline crossing under the road incl in all
strata with requried length incl fixing of 1200mm dia
M.S casing pipe with pushing etc complete various
size of pipe watermain. MS Casing Pipe + Water
NO. ITEM DESCRIPTION QTY. UNIT RATE AMOUNT
13.0 ITEM NO.13 :
Drilling of 1900 mm dia Horizontal borehole for
watermain pipeline crossing under the road incl in all
strata with requried length incl fixing of 1800 mm dia
M.S/RCC casing pipe with pushing etc complete
various size of pipe for 1200 to 1400 mm dia pipe.
Demolition including stacking of serviceable
materilas and disposal of unserviceable materials 200.00 Cu.M. 1057.8538 ₹
with all lead and lift. (i) R.C.C. work
15 ITEM NO.15 :
Providing and casting in situ C.C. in grade M-20
(proportions as per mix design or as per table9 of
IS456 2000 in masses by weigh batching ) using
granite, quartzite trap metal of size 6 mm to 20 mm
for RCC work, including scaffolding centering,
formwork, needle vibrated consolidation, curing
complete up to 6 meter depth or height (excluding
cost of reinforcement and neat finishing) with
centering and shuttering/deshuttering etc. complete
for structure other than water retaining (Below G.L)
AUDA SANAND INFRASTRUCTURE DEVELOPMENT WORK FOR IG ZONES AND
DTPS 134, 138/A & 138/B at Sanand (AUDA) – Phase-01 (Job No.42/2025-26)
Ancillary Works for Storm Water Drain Outfall structure
NO ITEM DESCRIPTION QTY. UNIT RATE AMOUNT
1 Providing and cast in situ C.C. in grade M-20 (approx.
corresp. to prop. 1:1.5:3) (proportions as per mix design or
as per table9 of IS456 2000 in masses by weigh batching )
using quartzite trap metal of size 12 mm to 20 mm and or
mm to 12 mm including scaffolding centering form work,
needle vibrated consolidation, curing and hydraulic testing
etc. complete (excluding cost of reinforcement) with
centering and shuttering/deshuttering etc. complete up to
meter height/depth from Av. G.L. for all structures with
water proofing compound. Vertical Wall - Above 25 cm
2 Supplying cutting, bending, binding and placing in
position steel as per plan and design and as per ISS
including cost of steel and binding wire for
reservoirs/structures only including lift up to 6 meter
height or depth below G.L. for all diameters
AUDA SANAND INFRASTRUCTURE DEVELOPMENT WORK FOR IG ZONES AND DTPS
134, 138/A & 138/B at Sanand (AUDA) – Phase-01 (Job No.42/2025-26)
Inlet Catch Basin and connecting Pipe
SR. NO. ITEMS QTY. UNIT RATE AMOUNT (RS.)
Excavation for foundation upto 1.5 m depth
including sorting out and stacking of useful materials
and disposing off the excavated stuff upto 50 Meter
lead.(A) Loose or soft soil
Providing and laying cement concrete 1:2:4
(1Cement : 2- Coarse sand : 4- graded stone
2 aggregates 20 mm nominal size) and curing complete 133.632 Cu.m 3697.913 ₹
excluding cost of formwork in (A) Foundation and
Brick work using common burnt clay building bricks
having crushing strength not less than 35 kg./Sq.Cm.
in foundation and plinth in Cement Mortar 1:6 (1-
Cement : 6 -fine sand)(A) Modular
Providing 15 mm thick cement plaster by using
Ready Mix Mortar for plaster in single coat on rough
4 (similar) side of single or half brick walls for interior 6013.44 Sq.m 188.4155 ₹
plastering upto floor two level and finished even and
smooth in Cement mortar 1:3 (1 Cement : 3 sand)
MS Cover& Frame : Providing, fabricating,
supplying and fixing Heavy Duty MS Storm Water
Drain Cover with frame suitable for road carriageway
including: Size: 600 mm × 600 mm clear opening
Material: MS IS 2062 Grade E250 Plate Thickness:
12 mm chequered plate / heavy steel grating Frame:
MS angle 40×40×6 mm. Welding, grinding &
fabrication complete
Surface Treatment: Hot Dip Galvanized / Epoxy
Paint Anti-theft locking provision
Load Class: Heavy Duty Vehicular Traffic
(20T)Including transportation, concreting with M20
grade on edges of frame, fitting, anchoring & all
labour complete
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
6 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
(A) Upto 1.5 Mt. dpt.from G.L. 14355.00 Cu.M. 102.35 ₹
Providing and supplying ISI Standard R.C.C.
pipes(of Sulphate Resisting Cement) in standard
lengths of following class and diameter suitable for
7 either collar joints or rubber ring joints including all
taxes, insurance, transportation, freight charges,
octroi, inspection charges, loading, unloading,
conveyance to departmental stores, stacking etc. &
Note : One collar should be supplied with each full
length plain ended RCC pipe, cost included in rates
below. One rubber ring should be supplied with each
full length socketed pipe, cost included in rates
(A1) 250 mm dia (NP3 Class) 31320.00 Rmt. 527.00 ₹
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 level as directed by
Engineer-in-charge including conveyance from stores
to site of work, labour, giving hydraulic testing as per
(A1) 250 mm dia (NP3 Class) 31320.00 Rmt. 111.55 ₹
Refilling the pipeline trenches incl. ramming,
9 watering, consolidating desposal of surplus stuff as 16804.73 Cu.m 25.30 ₹
directed within a radius of 3 km.
AUDA SANAND INFRASTRUCTURE DEVELOPMENT WORK FOR IG ZONES AND DTPS 134, 138/A & 138/B
at Sanand (AUDA) – Phase-01 (Job No.42/2025-26)
Road Resurfacing Works - Road Pavement
No Description of Items Qty. Unit Rate Amount
Box cutting the road surface to proper slope and camber for making
a base for roadwork including removing the excavated stuff and
depositing on road side slope as directed upto all lead and lift.
Scarifying gravelled macadam or bitumen macadam surface 6 cm to
2 10 cm.depth including stacking useful materials on road side and
disposing off remaining stuff.
Earthwork for embankment including breaking clods,dressing with
3 all lead and lift (excluding watering and consolidation)(E) From
Borrow area within all lead in lift. 1575.00 Cum 164.10 ₹
Construction of 200mm (as per IRC 37) ThickGrannular sub
base(GSB‐I) by providing coarse graded material using B.T Metal
53 mm to 26.50 mm @ 35 % ,26.50 mm to 4.75mm 45% & Coarse
4 sand below 2.36 mm 20 % in uniform layer with motor grader on
prepared surface mxing by mix in place method with vibratory roller
to achive the desired density complete as per cluase
Providing, laying, spreading and compacting graded stone aggregate
to wet mix macadam 250 mm thick as per MOST(as per IRC 37) in
two layers each as per specification including premixing the
Material with water at OMC in mechanical mix plant carriage of
mixed Material by tipper to site, laying in uniform layers with paver
in sub- base / base course on well prepared surface and compacting
with vibratory roller to achieve the desired density
Providing & applying evenly priming coat with bitumen Emulsion
(SS1) on prepared surface of granular base including cleaning of
6 road surface and sparying primer at the rate of 7.50 Kg. /
Smt using using mechanical means 3150.00 Sqm 60.60 ₹
Providing & Laying 50 mm Dense Bituminous Macadm in one
leyers with Crushed stone aggregate and filler meterial as per
gradation of MOST and bitumen VG-30 at a rate of 45 Kg/MT
(4.5%) by weight of total mix for mixing & tack coat at 2.50 kg.
/ 10 sq.m.on B.T. Surface on each layers & using mix by hot laid
process including heating the asphalt and aggregate in Batch
mix plant transporting the mix and spreading the same by
electronic sensor paver and consolidation with vibratory roller
including. necessary fire wood oil.lubicant labour and hire
charges of required plant machinery etc.complete
Road Resurfacing Works - Road Pavement
No Description of Items Qty. Unit Rate Amount
Providing and laying 40 mm bituminous Concrete using BT
aggregate of approved quarry as per gradation of MOST and
bitumen VG-30 at a rate of 55 Kg. per MT (5.5%) by weight of
mix by hot mix hot laid process including heatinf the asphalt
8 and aggregate in batch mix plant by transporting the mix and
speading the same electronic sensor paver and consolidation
with vibratory roller incl. necessary fir. wood oil lubricant.
labour and hire charges of required plant machinery
etc.complete 307.00 MT 3569.34 ₹
Providing and applying asphalt painting with bitumen of VG
grade on bitumenous surface including clearing of road surface
and spraying Bitumen at the rate of 0.60 kg / sqm using
mechanical means. 3244.50 Sqm 38.89 ₹
Road Marking with Hot Applied Thermoplastic Compound with
Reflectorizing Glass Beads on Bituminous Surface by Providing
and laying of hot applied thermoplastic compound 2.50 mm
10 thick including reflectorizing glass beads @ 250 gms per sqm
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35 .The finished surface to be level, uniform
and free from streaks and holes etc. complete as diected
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details.html
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01 Tender Notice.pdf
02 SBD Standard Bid Documents AUDA Storm.pdf
03 Schedule B AUDA Storm.pdf
04 Extra condition.pdf
05 Special Condition.pdf
06 GR ALL (1).pdf
06 GR ALL (2).pdf
07 AUDA civil make list.pdf
08 Standards for cement consumption.pdf
09 Drawing Zonal Map of Storm.pdf
10 Drawing TYPICAL DETAILS OF PRECAST MANHOLE.pdf
11 Drawing Pipe Bedding trench excavation pipe encasement.pdf
12 Drawing TYPICAL PIPE CROSSING OF ROAD.pdf
13 Drawing Wing Wall Details.pdf
14 Drawing IG ZONE Layout1.pdf
15 DrawingTP ZONE Layout1.pdf
16 Drawing Road Crossing IG zone O2.pdf
17 Drawing TYPICAL DETAILS OF CATCHPIT.pdf
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