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Tender ID
Tender Value
₹3.0 Cr
EMD Value
₹3.0 L
Closing Date
2 Mar 2026, 6:00 pmClosed
DY.CITY ENGINEER (SOUTH ZONE)
Development works for Mahalaxmi Lake at South Zone, Vatva ward, Draft TP-86, F.P. NO. - 57, Survey No. -1112 near Sub Zonal office of Ahmedabad Municipal Corporation
277626
Tender notice no 17/2025-26
Open
Civil Works - Others
Works
Ahmedabad
5 documents required · 5 mandatory
₹3,600
Yes
municipal commissioner
₹3.0 L
Yes
17 Feb 2026
17 Feb 2026
17 Feb 2026
2 Mar 2026
17 Feb 2026
Name of Work : Development works for Mahalaxmi Lake in South Zone, Vatva
ward, Draft TP-86, F.P. No.-57, Survey No.-1112 near Sub Zonal
office of Ahmedabad Municipal Corporation.
VOLUME -III -FINANCIAL BID
Downloading E- : E-Tender shall be downloaded from the website
tendering www.nprocure.com from date 10-02-2026 to 02-03-2026 Up to
Last Date of online : 02-03-2026 Up to 18:00 Hrs
Last Date of submission Submission of hard copy of bid security, Tender fee, volume -I, II,
of hard copy Unpriced Copy of Vol-III duly signed & Stamped by Tenderer and
other documents in sealed cover in person/ by post.
: Last date is 03-03-2026 Up to 16:00 Hrs. at office of To, Assistant
Manager (South Zone), Ahmedabad Municipal Corporation, South
Zone, Office Building , Rambaug, Maninagar, Ahmedabad. The
hard copy of tenders received after this date and time shall not be
entertained under any circumstances.
Tender shall be submitted in two copies (Original & Duplicate)
Financial bid – volume-3 to be submitted online only.
Opening of Technical : To be intimated after technical bid evaluation.
Name of Work : Development works for Mahalaxmi Lake in South Zone, Vatva
ward, Draft TP-86, F.P. No.-57, Survey No.-1112 near Sub Zonal
office of Ahmedabad Municipal Corporation.
INSTRUCTION TO TENDERERS
1 Schedule B is to be read for the purpose of pricing in conjunction with conditions of contract, technical specifications
2 The rate of the Schedule B are excluding GST and includes all constructional plant, labour, supervision, materials
erection, maintenance, insurance, profit, overheads, government taxes and duties, Labour well fare cess, together with
all general risks, liabilities and obligations, set out or implied in the Contract and including remedy of any defects
during the Defects Liability Period.
3 The rate of the schedule B shall be all inclusive value of the work described including all costs and expenses which
may be required in and for the construction of work described together with all general risks, liabilities and obligation
set forth or implied in the document on which the tender is to be based.
4 The method of measurement and payment shall be as described under various items and in the Schedule B. Where
specific definitions are not given, the method described in MoRTH / IS code will be followed. Should there be any
detail of construction or materials which has not be referred to the specification or in the Schedule B and drawings but
the necessity for which may be implied or inferred therefrom, or which are usual or essential for completion of the
work in the trades the same shall be deemed to be included in the rates.
5 The quantities stated are to be considered approximate only and the unit rate of the Schedule B/Volume-III shall
apply only to the quantities actually executed. EIC on behalf of AMC reserve the right to instruct for execution of
any item upto any extend and the bidder bound to execute the same.
6 The bidder must quote his percentage above or below in words and in figures both in specified columns.
7 The schemes and dimensions shown on the tender drawing are tentative; the same are likely to vary during actual
execution and no separate charges are payable due to such variations in quantity to any extent.
8 The work shall be carried out as per “SPECIFICATIONS FOR ROAD AND BRIDGE WORK” by the Ministry of
Road Transport and Highways (MoRT&H) Fifth Revision. In column of “specification” the section number referred is
the respective section of “SPECIFICATIONS FOR ROAD AND BRIDGE WORK” by the Ministry of Road
Transport and Highways. (MoRTH).Fifth Revision. For material section 1000 of MoRTH shall be adopted.
9 The rates for RCC work shall be inclusive of giving Architectural treatment like providing grooves, recess, offset,
projection, form mark, etc as directed by Engineer¬in-charge or as per approved drawings.
10 All Concrete shall be preferably Ready Mix Concrete (RMC). Concreting using automatic weight batcher may be
allowed after submission of system of weigh batching, and mixing in writing to engineer in charge.The RMC plant
hired / installed OR The RMC plant Approved from engineer Incharge. The Plant shall be within reasonable Radius
(10 km ) from the site, so as to get proper quality as per standard specification, and delay in supply can be avoided.
The Mix design with transporting time shall be submitted by contractor well in advance to Engineer in charge. Also,
the contractor will have to submit, source of materials used by RMC plant, and when ever, concreting at site is to be
carried out, sample of material will be taken from site of RMC, and that will be got tested in advance, and then only it
shall be used for concreting. The RMC plant shall be fully automatic only.
11 The specification numbers stated in the detailed description of items of works against each item are indicated for
guidance of the Bidders. However, any of the specification alluded to the specifications referred to in the Bill of
Quantities and / or any other specifications from “Technical Specifications” which in the opinion of the Engineer are
applicable for a particular item is deemed to have been included in the scope of item and fully covered by the rates
quoted for the items. In case of any discrepancies between provision stated in the description of individual items and
those covered by the technical specifications, the provision in the description of item shall have preference.
12 Grouping of items under sub heads of different section is done in BOQ for the convenience. Any item from any
section can be considered for operation in any other section as indicated and as directed by the Engineer
13 Contractor shall provide and submit photographs and video as per details below free of cost.
14 The contractor shall do photography/ videography of the site as and when asked by AMC. No separate payment will
be made to the contractor for this. . The contractor shall have to submit the same in hard copy as well as soft copy as
and when demanded by the AMC.
15 For all concrete work, cement of ordinary Portland Cement 53 grade confirming to IS 12269 and having ISI mark
shall be used. For other work cement 43 grade confirming IS 8112 respectively can be used on prior approval from
AMC. Cement shall have ISI mark and from primary manufacturers of cement, approved by AMC. Samples of cement
arranged by the Contractor shall be taken in presence of the Engineer-in-Charge and got tested in accordance with
provisions of the relevant IS codes. In case test results indicate that the cement arranged by the Contractor does not
confirm to the relevant IS codes, the same shall stand rejected and shall be removed from the site by the Contractor at
his own cost within three days.
16 Reinforcement TMT Steel:
Reinforcement bars shall be High Yield Strength Deform (TMT) Fe 500 D bars confirming to IS 1786. Re-rolled steel
shall not be used in the work. The Contractor shall have to obtain and furnish test certificates to the Engineer-in-
Charge in respect of all supplies of steel brought by him to the site of work. Samples shall also be taken and got tested
by the Engineer-inCharge as per the provisions in this regard in the relevant BIS codes. In case the test results indicate
that the steel arranged by the Contractor does not conform to BIS codes, the same shall stand rejected and shall be
removed from the site of work within three days.
17 No photograph of the works or any part there of or plant employed thereon, except those permitted under clause 82.3,
shall be taken, or permitted to be taken by the Contractor or by any of his employees or any employees of his sub-
Contractors without the prior approval of the Engineer in writing. No photographs/ videography shall be published or
otherwise circulated without the approval of the Engineer in writing.
18 Plot for Batching Plant, labour quarters, site office, material stock yard, testing laboratory, etc. shall not be given by
the Employer. The contractor shall have to make his own arrangement for the same.
19 For all relevant Item of interlocking paver blocks and C.C.Curbing works mentioned in Technical volume-I &
• Successful bidder of this tender shall have to purchase 50% of total quantity of paver block/CC curbings from
Amdavad Enviro Projects Pvt. Ltd. Directly. The paver blocks/CC curbings shall be as per tender BOQ & tender
specifications. Payment of such 50% quantity shall be made to Amdavad Enviro Projects Pvt. Ltd. Directly by the
successful bidder on mutual agreement of rate between successful bidder & Amdavad Enviro Projects Pvt. Ltd.. AMC
shall not be responsible for any kind of dispute between Amdavad Enviro Projects Pvt. Ltd. & successful bidder of
this tender. The successful bidder will be paid by AMC as per tender BOQ item rate with approved Premium if any.
• The quality, size, shape, compressive strength & other technical parameters of Paver Block shall be as per IS
standards & tender Items /specifications and shall be completely successful bidder’s responsibility.
• If in case of failure of Paver Block or if Paver Blocks are not as per the standards. The same shall be rejected.
Successful bidder shall remove such failed paver blocks immediately from site and fix new paver blocks as per
• The successful bidder shall produce a certificate / bill from Amdavad Enviro Projects Pvt. Ltd. Showing quantity of
paver Block, which should be minimum 50% of total quantity.
Name of Work : Development works for Mahalaxmi Lake in South Zone, Vatva
ward, Draft TP-86, F.P. No.-57, Survey No.-1112 near Sub Zonal
office of Ahmedabad Municipal Corporation.
RECAPITULATION SHEET
Sr. No. Section Description Amount (Rs.)
CIVIL WORK,STRUCTURAL STEEL
WORK, PLANTATION WORK,
UNDERGROUND WATER TANK &
2 SECTION-2 PERCOLATION WELL ₹
3 SECTION-3 TUBE WELL SECTION ₹
4 SECTION-4 PLUMBING SECTION ₹
5 SECTION-5 ELECTRICAL WORK ₹
Total Amount put to Tender Rs. = ₹
Total Amount put to Tender Rs. = ₹
In word Rupees Two Crore Ninety Six Lakhs Seventy Nine Thousand One Hundred Fifty Eight and
Eleven Paise only.
I /We am /are willing to carry out the work at __________% below /above) (In words:____________
tender amount as mentioned above.
The tendered amount of my /our tender for the work is Rs. ____________________
Note : 1 All work shall be carried out as per the specifications or as directed
Note : 2 Rates quoted include cleaning of site (prior to commencement of work and at its close) in all
respects and hold for work under all conditions, site moisture, weather, etc.
Signature of Contractor Add. City Engineer (South Zone)
Ahmedabad Municipal Corporation.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Development works for Mahalaxmi Lake in South Zone, Vatva ward, Draft TP-86, F.P.
No.-57, Survey No.-1112 near Sub Zonal office of Ahmedabad Municipal Corporation.
Quantity Unit Description Excluding
1 1.00 LS Carry out complete survey work for lineout using total station for the area as 18000.00
decided by Engineer in charge for complete area of Lake and additional area as
required. The area of lake to be surveyed will be up to TP Boundry/ adjoining
Roads and beyond that as required, including marking of TBM, its coordinates,
station points, their coordinates, compound wall/ Toe walls marking, taking
ground level details of existing structures, details of all utilities naerby below
GL , manholes, catchpits, existing utility services, light poles, trees, over head
electrical lines, BSNL section pillar/ box, electrical boxes, including any
number marked on them, adjoing foot paths, etc. within and surrounding area
and additional areas/ lengths if required. Rate includes fixing necessary
reference pillars, establishing bench mark, establishing layout, coordinates, on
ground, including submission of longitudinal sections, cross sections, Detailed
drawing in AUTOCAD, Report of survey work in three hard colour copies with
soft copy of AUTOCAD drawing, in CD to Engineer-in-charge as directed for
Road . Submission of drawing in hard copy and soft copy as per specification.
2 54.00 Cum. Dismantling the existing structures including removing and stacking the 1047.38
dismentelled materials as and where directed.
(A) RCC/ PCC Work.
3 198.00 Cum. Dismantling the existing structures including removing and stacking the 544.95
dismentelled materials as and where directed. (A) Dismantling bricks /
4 500.00 kg Dismentling steel work including distempering and stacking the materials with 3.63
all lead and lift.
5 483.00 Sq.m Removing and scraping of old deteriorated plaster of any thickness fromm wall / 19.38
R.C.C member including stacking of serviceable material and disposal of
unserviceable from site of work with all lead and lift
6 150.00 Rmt. Only Removing & recover of existing CI/DI pipe line & Specials, removing any 1531.12
type of joint,carting it to the Muni. Stores as & where directed as per instruction
of Engg. In charge with excavation & refilling. (F) 300mm
7 7777.00 Cum. Excavation for foundation up to 1.5 mt. depth including sorting out stacking of 115.92
useful material & disposing of excavated stuff upto 50m Lead. (A) Loose or
8 269.00 Cum. Excavation for foundation for depth from 1.5 mt.to 3.0 mt. depth including 128.520
sorting out stacking of useful material & disposing of excavated stuff stuff upto
50m Lead.. (A) Loose or Soft Soil.
9 100.00 Cum. Excavation for foundation from 3.0 mt.to 5.0 mt. depth including sorting out 141.11
stacking of useful material & disposing of excavated stuff stuff upto 50m Lead.
(A) Loose or Soft Soil.
10 4940.00 Cum. Earthwork in cuting in all sorts of soil and soft murrum including conveying 126.48
and spreading the stuff, embankment as and where directed within 200meters
from the end of the cutting with all required lead and lift.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
11 216.00 Rmt Empty boring to the required depth (measured from bottom of pile cap to 377.00
founding level) by means of hydraulic pilling rig through all strata like soil,
sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of
required diameter, including all required plant & machineries, disposal of
excavated material with all leads & lifts, mobilisation demobilisation,
remobilisation if required, transportation of required plant and machineries, etc.
Method of boring shall be as per IS 2911-Part 1 - Section -II.
12 368.00 Cum. Providing. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded 3661.30
stone aggregates 20 mm nominal size) and curing complete including cost of
form work in (A) Foundation & Plinth.
13 35.00 Cum. Providing and placing reinforced cement concrete M35 grade with tremie pipe 4752.00
in RCC bored piles of any diameter using 6 mm to 20 mm machine crushed well
graded stone aggregate, natural or crushed sand of approved quality, OPC
grade cement with contractor's own concrete mix design, including necessary
mixing in fully automatic batch mix plant, transport, curing, casting of pile min
1.0x dia above cut off level with all leads & lifts, etc. complete as per execution
drawing & specification & as directed by engineer In charge. Including
mobilisation, demobilisation, remobilisation, transportation of required plant
and machineries if required.
"1) Rate is including initial pile load test, routine load test and pipe for Integrity
pile test using cross hole sonic logging, temporary liners if required but
Excluding reinforcement. ( Pile shall be as per required by IRC codal provision)
2) Rate is inclusive of labour charges for insert of pipe for Integrity pile test
using cross hole sonic logging method.
3) Payment for concrete shall be done from Cut off level upto founding level
and it should be only based on theoritical dimension of Pile."
14 44.00 Cum. Providing and casting in-situ Reinforced Cement Concrete M35 grade 5011.00
controlled cement concrete in pile cap , Trough wall, RCC Box, RCC Retaining
walls, etc using 6 mm to 20 mm machine crushed well graded stone aggregate,
sand of approved quality, OPC 53 grade cement with contractor's own concrete
mix design etc. complete as per specification.
The rate is inclusive of all materials, including necessary dewatering, mixing in
fully automatic batch mix plant, transport, curing, vibrating, placing in position,
shuttering, formworks, deshuttering carefully, making good the damages, fixing
embedment, inserts, pockets, Thermocol as per drawing above utility etc all,
wherever necessary, with all lead and lift with contractor's labour, tools &
plants, machineries, as required.
15 3.00 Cum. Chipping and dressing of the RCC piles upto cut off level including cleaning of 877.28
reinforcement and removal of dismantled materials etc. for providing pile caps
as directed by Engineer in charge and as per specifications. [Chipping and
dressing shall be carried out with using mechanical brekar only.]
16 32.00 Cum. Providing and Laying controlled Cement Concrete M-200 and curing etc. 4529.00
Complete including the cost of form work but excluding the cost of
reinforcement for R.C.C. work at : Grade Slab,Lintel,coping
17 27.00 Cum. Providing and Laying controlled Cement Concrete M-200 and curing etc. 5752.00
Complete including the cost of form work but excluding the cost of
reinforcement for R.C.C. work at : Chajju
18 58.00 Cum. Providing and laying cement controlled cement concrete M-300 and curing 4396.00
complete Excluding the cost of formwork but excluding the cost of
reinforcement of reinforcement concrete work in (A) Foundation footing,
base of columns and mass concrete.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
19 39.00 Cum. Providing and laying cement controlled cement concrete M-300 and curing 4677.00
complete Excluding the cost of formwork but excluding the cost of
reinforcement of reinforcement concrete work in (B) Walls, from top of
foundation level upto floor floor two level
20 5.00 Cum. Providing and laying cement controlled cement concrete M-300 and curing 4751.00
complete Excluding the cost of formwork but excluding the cost of
reinforcement of reinforcement concrete work in (D) Columns, Pillars posts and
struts, upto floor two levell.
21 21.00 Cum. Providing and laying cement controlled cement concrete M-300 and curing 4654.00
complete Excluding the cost of formwork but excluding the cost of
reinforcement of reinforcement concrete work in (C)
Slabs, landing, shelves, Balconies, Lintels, Beams, Girders and Cantilever upto
floor two level.
22 11.00 Cum. Providing and Laying controlled Cement Concrete M-200 and curing etc. 7009.00
Complete including the cost of form work but excluding the cost of
reinforcement for R.C.C. work at : Staircase
23 19315.00 kg Providing Thermo Mechanically Treated Bar (T.M.T) confirming to I.S. - 1786 75.46
FE 500D for R.C.C. Work including a bending , binding and placing in
position complete up to floor to level.
24 5.00 MT Providing and fixing in position (Thermo mechanically Treated bars) 72289.18
TMT Fe500D conforming to IS 1786 reinforcing bars of various diameters for
Pile as per detailed designs and drawings and schedule including cutting,
bending, hooking the bars, binding with 18 SWG GI wires with cost of all
labour, materials, tools, plants, equipments, supporting as required with all lifts
and leads etc. all complete as per specification and as directed by Engineer
The rate includes for supply, loading, unloading, transporting to site, cutting,
bending, hooking, placing, tying in position with contractor's own binding wire,
welding, forming the cage and lowering it in position in pile bore etc. Welding
and supporting in position to ensure lines and levels during concreting,
maintaining proper cover / spacing, all leads & lifts, etc. including contractor's
own equipment, labour, supervisor, taxes, machineries, etc. complete as per
drawings and specification.
1) The waste cut pieces shall not be included in the paying quantity.
2) Binding wire shall not be included in the paying quantity.
3) The work shall be done as per approved drawing.
4) Admissible lap after full length of 12m reinforcement is payable extra
25 5.00 MT Providing and fixing in position (Thermo mechanically Treated bars) TMT 72492.60
Fe500D conforming to IS 1786 reinforcing bars of various diameters for Pile
Cap , Box, Trough wall, Retaining wall as per detailed designs and drawings
and schedule including cutting, bending, hooking the bars, binding
with 18 SWG GI wires with cost of all labour, materials, tools, plants,
equipments, supporting as required with all lifts and leads etc. all complete
as per specification and as directed by Engineer
The rate includes for supply, loading, unloading, transporting to site, cutting,
bending, hooking, placing, tying in position with contractor's own binding wire,
welding, forming the reinf cage etc. Welding and supporting in position to
ensure lines and levels during concreting, maintaining proper cover / spacing,
all leads & lifts, etc. including contractor's own equipment, labour, supervisor,
taxes, machineries, etc. complete as per drawings and
1) The waste cut pieces shall not be included in the paying quantity.
2) Binding wire shall not be included in the paying quantity.
3) The work shall be done as per approved drawing.
4) Admissible lap after full length of 12m reinforcement is payable extra
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
26 109.00 Sq.m Providing formwork of ordinary timber planking so as to give a rough finish 171.68
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. (A)
Foundations Footings Bases of Columns etc. and Mass concrete.
27 106.00 Sqm Providing formwork of ordinary timber planking so as to give a rough finish 252.00
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. (B) Flat
surfaces such as soffits of supspened floors slabs Landings and the like. (1)
Floors etc. upto 200 mm in thickness.
28 296.00 Sqm Providing formwork of ordinary timber planking so as to give a rough finish 229.95
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. (C) Vertical
surface such as walls (any thickness) partitions and the like including attached
buttresses & string course & the like.
29 287.00 Sqm Providing formwork of ordinary timber planking so as to give a rough finish 67.73
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. (I) Edges of
slabs and Breaks in floors and walls.
30 46.00 Sqm Providing formwork of ordinary timber planking so as to give a rough finish 192.15
including centering shuttering strutting and propping etc. height of propping
etc.height of propping and centering below supporting floor to ceilling not
exceeding 4 M and removal of the same for in situ reinforced concrete and plain
concrete work in (H)(1) sides and soffits of beams beam hunchings cantilevers
girders bressumers and lintels not exceeding 1 M in depth
31 497.00 Cum. Uncoursed Rubble Masonry with hard stone of approved quality in foundations 2321.69
and plinth in Lime Mortar 1:1.5 (1-Lime : 1.5- coarse sand including levelling
up etc.complete
32 203.00 Cum. Extra over for superstructure above plinth level upto floor two level 2684.69
33 677.00 Sq.mt Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-cement : 3- 100.02
coarse sand) (A) Flush pointing
34 273.00 Sq.m Providing and laying polished kota stone slab 25mm thick in risers of steps, 1176.03
skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement :
coarse sand) and jointed with gray cement slury mixed with pigment to match
the shade of slab including rubbing and polishing etc. complete.
35 369.00 Cum. Brick work using common burnt clay building bricks having crushing strength 4011.66
not less than 35 kg/Sq.cm. in foundations and plinth in cement mortar 1:5 (1
cement : 5 fine sand) (B) Conventional.
36 35.00 Sq.m Half brick masonary in common brunt clay building bricks having crushing 593.90
strength not less than 35 Kg/Sq.cm in Cement moratr 1:4 (1-Cement : 4 -
Coarse Sand ) in foundation and plinth (B) Conventional
37 1637.00 Sq.m Providing 15 mm. thick cement plaster in single coaton Rough side (Similar ) 155.61
side of single or Half brick walls for interior plastering upto floor two level and
finished even and smooth in (ii) Cement mortar 1:4 (1 Cement : 4 Sand).
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
38 63.00 Sq.m Providing 20 mm thick water proof cement plaster using water proofing powder 249.00
1Kg/1bag of cement for all floors on brick / concrete wall work using water
proofing materials in C M 1: 4 ( 1 cement 4 coasrse sand) including finishing
with a flooting coat of neat cement slurry etc complete for all floor. and shall be
guaranteed for minimum period of 10 years after handing over the completed
building by the main contractor to be finished as directed. Stamp paper
guarantee 10 years to be furnished before receiving any payment from the client.
39 148.00 Sq.m 20 mm. thick sand face cement plaster on walls up to height of 10 mt. and above 297.68
ground level consisting of 12 mm. thick backing coating of C.M. 1:3 (1 cement :
3 sand) and 8 mm. thick finishing coat in C.M. 1:1 (1 cement :1 sand) etc.
40 125.00 Rmt Providing cement vata ( 10 cm x 10 cm size) quarter round in cement Mortar 23.45
1:1 including neat cement finishing, watering etc complete
41 1107.00 Cum. Filling available excavated Earth (excluding rock) in trenches, plinth, sides of 129.10
foundations etc. in layers not exceeding 20 cm. in depth consolidation each
deposited layer by ramming and watering.
42 1504.00 Cum. Filling in foundation and plinth with Murrum or selected soil in layers not 286.20
exceeding 20 cm. thickness including Watering , Ramming and Consolidating
43 Removing , Stacking & Conveyance charge of earth, lime, murrum, building
rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregates of any
kind Including spreading & levelling etc. complete..
11979.13 Cum. (a) Lead upto 0 To 5.0km 332.61
5989.57 Cum. (b) Lead upto 5.0 km To 10.0km 340.12
3593.74 Cum. (c) Lead upto 10 km To 15.0km 346.76
44 3.00 Sqm Prividing and fixing standared extruded of allumnium section of size 63 mm x 1163.22
38.10 mm x 1.2 mm @ wt 0.643 kg/mt with colour anodized alluminum frame
for ventilation with 5 mm thick frosted glass as details etc complete for
45 2.00 Sqm Providing and fixing extruded aluminum window having extruded aluminum 1688.78
Colour anodized section frame main outer size 63.50mm x 38.10mm x 1.95mm
(of Jindal Section no: 4605, @ Wt. 1.094 Kg/mt), horizontal Two track member
size 61.85mm x 31.75mm x 1.20mm (of Jindal Section no:8687, @ Wt.
Kg/mt), vertical member of size 61.85mm x 31.75mm x 1.30mm (of Jindal
Section no:8758, @ Wt. 0.659 Kg/mt) with sliding shutters of horizontal
member size 40mm x 18mm x 1.29mm (of Jindal Section no: 8949 @ wt.of
0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal
Section no: 8947 @ wt.of 0.456Kg/mt/, Section 8948, @ Wt. 0.457 Kg/mt) with
5 mm thick transparent bronze colour tinted float glass with powder coated
aluminum fittings and fixtures and transparent silicon sealant glass fixing to
frame as per details etc complete for window.
46 2.00 Sqm Providing and fixing flush door shutters solid core construction with frame of 1779.97
first class hard wood with cross band and face veneer or plywood face panels
including anodized alluminium butt hinges with necessary screws, (B) Non-
decorative type & block board core anodized alluminium butt hinges in flush
door shutters 35 mm.thick
47 16.00 Sqm Providing and fixing FRP Frame size 125 x 65 mm and 35 mm thick frp shutter 1999.98
with good gain raised panneled design finish shutter having extra reinforcement
on sides & edges in gel coat finish.the core of the shutter & frame is to be filed
up with injected polyurethene foam done in situ along with embedded wooden
piece for stiffening & also taking hinges & fintures. the whole FRP Frame &
Shutter is to be water proof weather proof, Termite proof & resistance to mild
acid/alkali, rates are to be inclusive s.s hinges with fastners sleeve & allumium
fixtures & Fastenings.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
48 49.00 Sqm Providing and laying water proofing treatment on terrace including applying 1053.00
neat cement sluury 2.75 kg/Sq.mt on cement admixed with water proofing
component after cleaning the surface applying cement concrete eith brick bat
75mm to 100mm thick with 50% of C.M 1:5 admixed with water proofing
component over 20mm thick layer of C.M 1:5 to required slope including
ramming at junction of wall and slab,after two days of proper curing applying a
second coat of cement sluury ,finished the surface cement slurry,after flooded
with terrace shall be finished with water for a period of two week. complete.as
directed by EIC/Architect.
49 49.00 Sqm Providing and laying broken chine mosaic flooring for terrace using 12 mm to 739.89
20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain
or slope and to be tempered to bring mortar creme out upto surface using white
cement including rounding off junctions and extending them upto 15 cm along
the wall,clearing with water and oxalic acid etc. as directed.
50 21.00 Sqm Providing and laying chequered terrazo tiles 22mm thick with marble chips of 856.80
sizes upto 6mm in floors on 25mm thick bed of Lime mortar 1:1.5 (1-Lime
putty : 1.5 coarse sand) or C.M. 1:6 (1 -cement :6 - coarse sand) jointed with
neat cement slurry mixed with pigment to match the shade of the tiles including
rubbing and polishing complete. (A) Light shades using white cement
51 1637.00 Sq.m Applying two coats of putty & two coats of primer of approved brand and 40.19
manufacture on new wall surface to give an even shade including thoroughly
brushing the surface free from mortar dropping and other foreign matter and
sand papered smooth..
52 1637.00 Sq.m Wall painting (two coats) with plastic emulsion paint of approved brand and 78.44
manufacture on undecorated wall surface to give an even shade including
throughly brushing the surface free from mortar droppings and other foreign
matter and sand papered smooth.
53 148.00 Sq.m Finishing wall with Weather proof exterior emulsion paint on wall surface (Two 113.40
Coats ) to give an required shape even shade after thoroughly brushing the
surface to remove all dort, and remains of loosepowdered materials etc.
54 175.00 Sq.m Providing and laying Coloured glazed tiles of size 300mm x200mmx 8mm / 1426.95
300mmx 450mm x 8mm in skirting ,risers of steps and dado on 10 mm, thock
cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement
55 102.00 Sq.m Providing and Laying ceramic tiles 6mm thick in Flooring, Treads of Steps and 960.47
Landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement : 3- Coarse
Sand) finishing with flush pointing in white cement.
56 182.00 Qtl. Steel work welded, in built up sections, framed work including cutting hoisting, 8330.18
fixing in position and applying a priming coat of red lead pain (A) in beams
and joists,channels, angels, tees,flateswith connecting plates or angle cleats as
in main and cross beams hip and trussed purlins connected to common rafters
57 810.00 sq.mt Applying priming coat of over new steel and other metal surface after and 34.34
including preparing the surface by thoroughly cleaning, oil grease, dirt and other
foreign mater and scoured with brushes fine steel wool, scrapers and sand paper
with ready mixed priming
58 1861.00 Sq.m Providing panel pitching having panels of 3.0 x 3.0 m in cement concrete M-15 1081.00
, 0.3 mt wide and 0.6 mt deep beam around panels including filling panels with
300 mm pucca rubble pitching in C.M. 1:5 proportion with the surface pointed
with cement mortor of 1:3 proportion including all material, labour, tools,
plants, equipments, etc all complete
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
59 211.00 Sq.m Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm 508.93
thick, M-35 Grade of any size ; shape (Usually Uni-Paver Blocks) using black
trap good quality aggragate of 20 mm nominal size for footpath, parking areas,
service lanes and other areas as mentioned in the drawing / instruction of
engineer in charge. Cost includes formworks using rubber mould, Rate
providing and laying paver blocks as per required grading and specification.
The paver block shall be mechanically compacted. The work of paving
blocks shall be executed in line and level by skill mason of flooring work only.
It should be laid in such a way that the no cutting of the paver block to be
necessary. if cutting of paver block necessary then it should be cut by machine
only and carting. The finished surface of the paver block shall have resonably
good, plain finished. Paver blocks shall be compacted and shall be relaid if
necessary. Gravel or such type of materials shall not be allowed for
production. Laying on should be as per the IRC 35-2015 and as directed by
Engineer In Charge
60 290.00 R.m Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for 350.89
Footpath in M-20 grade using 20 mm nominal size black trap aggregate of
Sevaliya/Timba or equivalent quality for pre-cast blocks, reasonably exposed
finish/ formwork , mould with well equipped with vibratory system for kerb
stones of approved design including curing, etc. complete, including the
cost of formwork etc. complete. The rate shall also include necessary cutting of
asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding with
necessary equipments and materials. The rate shall also include the flush
pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the
sides of the kerb stone fixed with Bituminous concrete / C.C. mixed in proper
position to flush with the road surface as directed by Engineer in change to form
a portable mixture.a) Laying on 5 cm thick Sand Bedding.
61 50.00 Nos. Providing and fixing precast benches of regular size with colour shade and 4500.00
quality approved by engineer in charge.
62 100.00 Nos. Excavating pits of 60 x 60 x 60 cm size and providing wellgrown saplings of 1150.00
big trees (Pendula (Asopalava), Gulmohar, Peltoforum, Kordia, Kadam,
Saptparni, Tebubiarosea, Borsalli, Spethodia, Neem, Pride of India, Silver Ok,
Parijatak, Legerstromia etc. as directed) having height of 8 to 10 ft and dia of
stem is 3-6 inch,bag size is 21 inch x 21 inch and planting the same with mixing
of f.y.m.at the rate of 0.06 cu.m. per pit.and maintain till well established .
63 300.00 Nos. Excavating pits of 30 x 30 x 30 cm size and providing wellgrown saplings of 200.00
shrubs (Jasud, Chameli, Ratrani, Mongra, Tikoma capensis, Tikoma gaudi
chaudi, Chandni (double & single), Limonia, Galphemia, All varieties of Karen,
Madhukamini, Hemalia, Jasmin, Kesia Biflora, Keliendra, Akelifa, Arellia,
Erenthimum,Lilly, Bauganvellia (Red /Pink /White) , Habiscus Dwarf , Palm
Tree etc. as directed) having height of 1 to 4 ft and bag size is 8 inch x 10 inch
and planting the same with mixing of f.y.m.at the rate of 0.06 cu.m. per pit.and
maintain till well established.
64 145.00 Cmt Providing ,supplying ,filling good quality farm earth / Fine River Silt of 286.20
Approved Quality including Spreading /Filling the boxes, watering, ramming
consolidated and dressing ,levelling etc. complete as directed
65 1445.00 sqm Providing and planting lawn sukers of English lawn /dharo (Doob) grass 161.60
roughly at 8 cm x 10 cms distance and maintaing till well established incl.
preparing soil for planting, necessory watering requried during the process
above(i.e. 45 day) etc comp as directed. including excavating soil up to 20 cm.
depth Remove unwanted stuff & Leveling & supplying & mixing farm yard
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
66 Manufacturing,Testing,Supplying,Loading,Transporting To Work Site,
Unloading, Lowering In Trenches, Laying And Jointing R.C.C.,Np-3 Class
Pipes With socket and spigot joints as per IS 458-2003 Including EPDM
Rubber ring as per IS 5382-1985 etc.comp. As Directed by engineering in
150.00 Rmt. (a) 300 mm diameter. 861.25
50.00 Rmt. (b) 450 mm diameter. 1513.68
50.00 Rmt. (b) 900 mm diameter. 3904.57
67 60.00 Each Providing and fiting conduite, bend, junction, cable switches ,plug etc. 800.00
complete as concealed wiring of I.S.I make approved including 2.5 sq.mm to
4.0 sq.mm service line as per standard I.S Practice and directed including teak
wood wooden switch box and Acrylic plates, Main switchboard ,fuse, Earthing
MCB, ELCB , Cable including testing etc. completed as approved by
Engineer in charge including testing of material & Directed by Engineer
CIVIL WORK,STRUCTURAL STEEL WORK, PLANTATION WORK,
UNDER GROUND WATER TANK & MISC WORK
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
PERCOLATION WELL
68 3.00 Job Providing & installation of Rainwater recharge system with 60 m deep bore well 274618.30
and recharge filter complete with all materials, necessary, fixtures, tools &
plants and as per the direction of engineer in charge. The whole system consists
of the following items to be included. (Sketch for the same has also been
enclosed for reference.)
(i) Drilling of 250 mm dia pilot bore in all types of strata.
(ii) Reaming to 400 mm along with electro logging charged & its carting.
(iii) Providing & installation of 200 mm dia uPVC pipe along with its end and
(iv) Supply of pea sized gravel
(v) Providing of 600 CFM/150 PSI air compressor
(vi) Providing & fixing precast filter system with 2.9x2.9x1.125 m pit size &
necessary 75 mm thk. PCC of 1:4:8 grade
(vii) Providing & laying rainwater filtration system of RCC M25 grade &
1.0x1.0x1.0 m clear inner dimension & 50 mm min. wall thickness.
(viii) Providing & filling filter media ( with mixture of nodular calcium
carbonate and IV800 graphite).
(ix) Providing & filling pre filter media ( with a mixture of 20-40 mm gravels)
(x) Providing & installing filter system with 200 mm dia PVC pipe ( 6 kg
pressure) along with required accessories.
(xi) Providing & installation150 mm dia & 0.5 m high SS 304 wedge wire
screen with anchor fastened at bottom.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
TUBE WELL SECTION
69 675.00 Rmt Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable 925.09
method prescribed in IS: 2800 (part I), including collecting samples from
different strata, preparing and submitting strata chart/ bore log, including hire &
running charges of all equipments, tools, plants & machineries required for the
job, all complete as per direction of Engineer-in-charge, upto 90 metre depth
below ground level.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
PLUMBING SECTION
70 Providing and fixing to wall ceiling and floor 10.0 kgF /cm2 working pressure
polyethylene pipes of the following outside dia low density complete with
special flange compression type fittings, wall clips etc. including making good
the wall ceiling and floor.
71 Providing laying and jointing in true line and level following dia. U.P.V.C. Pipe
(SCH -40) line including fittings of PRINCE/ SUPREME/ ASTRAL/
FINOLEX or equivalent as approved by engineer in charge. Pipe shall be fixed
on the wall with the help of clamp at every two meter C/C or shall be concealed
as directed including necessary fittings etc. including testing of pipe amd joints
and fixing the same with adhesive silvent, including cost of all materials.
72 12.00 Each Providing and fixing screw down bib taps of following size (A) Brass screw 184.98
down bib tap polished bright (i) 15 mm .
73 6.00 Each Providing and fixing wash down water closet European type W.C. pan with 1290.8
integral “P” or “S” trap including jointing the trap with soil pipe in cement
mortar 1 : 1 (1 cement : 1 find sand) (seat and cover to be measured and paid for
separately) (A) Vitreous china pattern (i) in white colour
74 Providing and fixing 100 mm size “P” or “S” trap for water closet squatting
pan including jointing the trap with the pan and soil in cement mortar 1 :1 (1
cement : 1 fine sand)
6.00 Each (A) Vitreous China 311.85
75 6.00 Each Providing and fixing 12.5 Liters low level flushing cistern with a pair of C.I. or 2321.21
mild brackets, complete with fittings such as lead value syphon, 15 mm nominal
size brass ball valve with polythene float C.P. brass handle unions and
couplings for connection with inlet, outlet and overflow pipes. 40 mm dia
porcelain enameled flush bend including cutting holes in walls and making
good the same connecting the flush bend with cistern and closet (overflow pipe
to be measured and paid for separately) (A) Vitreous China (i) IN white colour
76 6.00 Each Providing and fixing plastic seat and cover for wash down water closet with 288.45
C.P. brass hinges and rubber buffers.(B) Black plastic seat and cover.
77 12.00 R.m Providing and fixing in position with clamps etc. 32mm nominal internal 338.46
diameter galvanised steel tube flush pipe for high level flushing cistern
including connecting the flush pipe with cistern and closet and making good the
walls and floors.
78 3.00 Nos. Providing and fixing Urinal of approved quality connecting the urinal with 1026.01
waste pipe trap etc. complete (A) White earthen ware flat back or corner type
size 430 mm x260 mm x350mm.
79 4.00 Each Providing. & fixing wash basin with signle hole for pillar tap with C.I. or M.S. 1400.18
brackets painted white incl. sutting holes and making good the same but in
cluding fittings.(A) Vitreous China :(II) flat bank washbasin 550 mm x 400 mm
(i) in white colour.
80 4.00 Each Providing and fixing pillar tap ,capstan head, screw down high pressure with 305.67
screws shanks and back nuts.(A) 15 mm . Dia.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
81 3.00 Each Providing and fixing chromium plate bottle trap with necessary coupling of 292.87
approved quality for wash- basin
82 6.00 Each Provding. & fixing chromium plated brass half turn flush cock of approved 261.16
qaulity including fixing pipe the etc. complete. (II) 25mm
83 6.00 Each Providing. & fixing Gun metal check or nonreturn full wheel valve. ( C) 25 mm 416.47
84 20.00 Each Provoding and Fixing PVC SWR Nahi Trap IS 14375 for drain -100mm 565.43
diameter with jali of the required nominal diameter of self cleansing design with
C.I, screwed down or hinged grating including the cost of cutting and making
goods the walls.
85 100.00 R.m Providing laying and jointing in true line and level 160 mm diameter U.P.V.C. 822.99
SWR Type B pipe conforming to IS 13592-1992 with one end plain and other
end socketed with rubbing & fitting conformining to ISI 14735 -1999 of
approved make for drainage system pipe line ,pipe shall be jointed with each
other rubber lubricant , pipe shall be fixed on wall using of PVC clamp of the
size 160 mm diamater x 210 mm length x 196 mm high at every 2000mm center
to center or shall be concealed in walls as directed including necessary fittings
such as bends , shoes etc. including testing of pipes and joints and jointed with
adhesive solvent cement including cost of all materials.
86 50.00 Rmt Providing. & laying cmenet concrete 1 :5 :10 (1 cmenet :5 fine sand :10 graded 211.59
stone aggragate 40 mm nominal size) bedding for e pipes of following internal
diameter with necessary form work and curing complete(B) upto 150mm Dia.
(166 mm Avg. Bed Thickness)
87 10.00 Each Providing. & laying S.W. Gully trap with C.I. garting brick masonry chamber & 1234.57
water tight C.I. cover with frame of 300 mm x 300 mm size ( inside) with
standard weight.(i) Square mouth trpes (A) 150 mm X 100 mm size Por R
88 10.00 Each Constructing manhole Chamber with R.C.C. top slab in 1:2:4 mix (1 cement:2 10920.76
coarse sand:4 graded stone aggregate 20mm nominal size) foundation concrete
: 3 : 6 mix (1 cement : 3 coarse sand :6 brick bats 40mm to 50mm size) inside
plastering 15mm 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 stone aggregate 20 mm
nominal size) finished smooth complete including excavation ,filiing, curing
(i) inside size 900 mm x 1200 mm and 1.5 m deep including C.I. cover with
frame size 560 mm total weight of cover and frame to be not less than
Kgs. (wt of cover 64 Kgs. and wt. of frame 64 Kgs. )
(A) with 230 mm thick walls of brick masonary using bricks having crushing
strength not less than 35 kg/Sq.Cm in cement mortar 1 : 5 (1 cement : 5 coarse
89 38.00 Sq.m Providing and laying Cement concrete flooring for I.P.S. 1:2:4 (for Indian 348.08
Patent Stones) (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm.
nominal size) lain in layer finished with a floating coat of net cement.(B)
90 10000.00 Litre Providing erecting and fixing double coatd PVC (ISI) water tank of required 3.91
capacity each with all necessary fittings and connection etc. complete on
terrace. (A) 5000 Litre.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
91 Constructing Slab type M.H. Chamber of the following size including
excavation, refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M.,
CC Channel (1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster
inside & outside (Only for shaft) in CM 1:3, finishing with cement slurry, P/F
mm dia M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in
masonary CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including
& reinforcement (double jalli at 15 C.M. c/c bothway 12 mm dia.) but
excluding the cost of Manhole seat cover etc..completed. of Size 1.00 X
meter (Inside Clear, M.H. length should be parallel to the flow, for pipe dia <=
2.00 Nos. a.1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68
2.00 Nos. b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04
2.00 Nos. c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86
2.00 Nos. d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.) 44050.00
92 20.00 Nos. Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 3125.00
mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick masonary wall
in the prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at
bottom and 15 mm thick cement plaster inside the catch pit in the proportion of
CM (1:3) with out jali etc. comp. as directed.
93 20.00 Nos. Providing & fixing FRC catch pit jali with frame 600 mm x 600 mm clear 1383.93
opening etc. complete as directed by Engineer in charge
94 Manufacturing,Testing,Supplying,Loading,Transporting To Work Site,
Unloading, Lowering In Trenches, Laying And Jointing R.C.C.,Np-3 Class
Pipes With socket and spigot joints as per IS 458-2003 Including EPDM
Rubber ring as per IS 5382-1985 etc.comp. As Directed by engineering in
25.00 Rmt (c) 600 mm diameter. 2174.00
95 12.00 Each Providing and fixing iron steps of size 500mm x150mm x22.5mm and painting 162.33
with two coats of anticorrosive paint etc. complete.
96 2.00 Each Making connection of galvanised Mild steel distribution branch with galvanised 600.08
mild steel main 50mm to 80mm nominal bore by providing and fixing tee
including cutting and threading the pipes complete.
97 Making connection to the ex. M.H. in running sewer incl. Dewatering and other
required machinery etc. of following dia pipes at any convenient time. All
damaged work shall be well repaired as per instructions. etc.complete.
2.00 Nos. a. 150 mm to 300 mm dia. 1339.29
2.00 Nos. b. 400 mm to 600 mm dia. 2232.14
98 Cutting the pipes of following dia coming in the new M.H.in running sewer
including cutting bars, including removing debris /silt from the M.H. and
carting at a suitable distance etc..complete as directed. No payment for M.H.
work will be made until pipe is not cut completely in all respect
2.00 Nos. a. 150 mm to 300 mm dia. 1133.93
2.00 Nos. b. 400 mm to 600 mm dia. 1687.50
99 Cast iron manhole frame &FRC Cover Providing Cast iron manhole frame &
F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.
1000.00 Kg [A] Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable 71.43
for existing EHD-35 FRC MH cover, rate also incl. loading, unloading and
fixing the frame in line and level to match exisisting road level in C.C. 1:2:4
and finishing smooth, watering and protecting for 7 days etc. complete as per
instruction by engg. in charge.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
10.00 Set [B] FRC heavy duty cover size 728 mm. & 100 mm thick circular cover 35 1375.00
M.T. load design, 100x 2mm MS flat alround, 16mm ø plain round bar for
lifting the cover & should be fitted with plastic cups.
10.00 Nos. [C] FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x 50 mm 883.93
rectangular cover frame size 600 x 450 mm clear opening outer size 816 x 666 x
100 50.00 Rmt Providing & Fixing seamless pipe of size 1/2" dia. For car washing pump with 223.21
necessary fittings, bend, tees, welding & including labour cost.
101 1.00 Each Making soak pit 2.5 m diameter 6.0 metre deep with 45 x 45 cm dry brick 50053.00
honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long
complete as per standard design. With common burnt clay F.P.S. (non modular)
bricks of class designation
102 1.00 Nos. Providing & erecting C.I. AND MS Ventilating Columns 15 cms dia With C.I. 41230.00
ornamental cap and Min. 12.00 mtr Height base fixed firm with necessary
foundation with one coat of red lead oxide paint and two coat of any approved
colour with 15cms. Dia 10mt in Lemngth with 0.35mt dia at x M100 CC.
encasing, NP-3 RCC Pipe150mm dia connection with MH including
ecxcavation and jointing as required etc. Complete. As per drawing.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
ELECTRICAL WORK
103 47.00 Pt. Point wiring in Copper (Modular) 445.00
Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green)
both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires, in
following type of pipe to be erected concealed in/ on surface on wall/ceiling complete
with 6A Modular type switch / bell push & accessories and earth continuity of
following type, erected on PVC / Metallic box, single mounting base frame covered
with textured/metallic front plate modules erected on / in wall / ceiling as per pipe
erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed.
(f) with medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete Cat. III
104 47.00 Pt. Point wiring for secondary light point with 2-1.5 sq.mm & earthwire of 1.5 sq.mm 150.00
(green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper
wires, in following type of pipe to be erected concealed in / flushed on wall/ceiling,
complete with earth continuity and necessary connection with primary light with
accessories erected on Metal / PVC box covered with 3 mm thick PC(Polycarbonet) /
Acrylic sheet for open / concealed wiring. with necessary Lamp holder / ceiling rose /
H.D.Connector as directed.
Note:- Maximum up to 6 mtrs length, excess will be considered as Mains for Secondary
Point. (f) with medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete Cat. III
105 10.00 Pt. Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of 623.00
.ISI marked 1.1 KV Grade FRLS PVC insulated multistrand copper wires, in following
type of pipe to be erected concealed in / flushed on wall/ceiling complete with 6A
Modular type switch and hum free EME four or more step type electronic fan regulator
with separately mounted and accessories with earth continuity of following type erected
on PVC / Metallic box, single mounting base frame covered with textured/metallic front
plate modules erected on / in wall / ceiling as per pipe erected. with necessary ceiling
rose / H.D.Connector as directed
(f) with medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete Cat-III
106 10.00 Pt. Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of 469.00
ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr
length, in below type of pipe erected complete with Modular type switch & 5 pin Plug
erected on PVC / Metallic/Wooden box covered with appropriate front plate modules
erected on / in wall / ceiling as per pipe erected with following type of accessories.--[I]
For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb
db board--(f) with medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete. Cat. III
107 20.00 Pt. Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of 663.00
ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr
length, in below type of pipe erected complete with Modular type switch & 5 pin Plug
erected on PVC / Metallic/Wooden box covered with appropriate front plate modules
erected on / in wall / ceiling as per pipe erected with following type of accessories.--[II]
For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board.--
(f) with medium class Rigid PVC pipe and accessories erected concealed in
wall/ceiling complete. CAT III
108 5.00 Pt. Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of 810.00
ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr
length, in below type of pipe erected complete with Modular type switch & 5 pin Plug
erected on PVC / Metallic/Wooden box covered with appropriate front plate modules
erected on / in wall / ceiling as per pipe erected with following type of accessories.--
[III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu. Wire with 2.5 sq.mm (
green) earthing wire from mcb d b board.--(f) with medium class Rigid PVC pipe
and accessories erected concealed in wall/ceiling complete.Cat. III
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
109 5.00 Pt. Point wiring for Looped Plug with 6A Modular type switch & 5 pin socket erected on 239.00
PVC / Metallic box, single mounting base frame covered with textured / metallic front
plate modules erected on / in wall / ceiling with following type accessories.--Single
mounting base-frame & Textured / Metallic front plates. Cat-III
110 5.00 Pt. Point wiring for Two Way Controlled Light Point with 2-1.5 sq.mm & earth wire of 555.00
1.5 sq.mm (green) both are of .ISI marked 1.1 KV grade FRLS PVC insulated
multistrand copper wires, in following type of pipe to be erected concealed in / flushed
on wall/ceiling ,complete with 6A Modular type switches and following type of
accessories erected on PVC / Metallic box, single mounting base frame covered with
textured / metallic front plate modules erected on / in wall / ceiling as per pipe erected.
with necessary batten/angle holder or ceiling rose or H.D.Connector as directed.--(f)
with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling
complete--Cat-III
111 5.00 Ea. Providing following type of Modular Type Accessories mounted with PVC / 152.00
metallic/Wooden box, single mounting base frame covered with textured /
metallic/white front plate , modules erected with necessary connections as per site
situation directed by Engineer In charge.--(4) TV Co-axial Socket outlet --Cat.III
112 1.00 Ea. Providing following type of Modular Type Accessories mounted with pvc / metallic 24.00
box, single mounting base frame covered with textured / metallic front plate , modules
erected with necessary connection. As desired by Engineer In charge
(7) Blank Plate Single Cat-III
113 1.00 Ea. Providing following type of Modular Type Accessories mounted with pvc / 68.00
metallic box, single mounting base frame covered with textured / metallic front
plate , modules erected with necessary connection. As desired by Engineer In
Decorative call bell Ting-tong box type 250 volts complete erected
114 1.00 Ea. Providing following type of Modular Type Accessories mounted with PVC / 152.00
metallic/Wooden box, single mounting base frame covered with textured /
metallic/white front plate , modules erected with necessary connections as per
site situation directed by Engineer In charge.
(8) Computer RJ-45 socket . cat-lll
115 15.00 Ea Providing & erecting Switch board for Computer or electric apparatus 1071.00
consisting of following modular type accessories mounted with PVC /
Metallic concealed/open box with single mounting base frame covered with
textured/metallic /white front plate,modules erected with necessary connections
as directed--1 no. 6A/16A universal plug-switch combined.--3 nos.6A Switch--
3 nos. 6A 5 pin Plug
116 150.00 Mtr. Providing and erecting ISI mark Medium class RIGID PVC PIPES of following 32.00
size complete to be erected on/in wall or ceiling erected with necessary PVC
fittings & Junction boxes fixed with adhesive solution & Clamps with following
dia of pipes, in approved manner as directed--b) 25 mm
117 150.00 Mtr. Providing and erecting ISI mark Medium class RIGID PVC PIPES of following 64.00
size complete to be erected on/in wall or ceiling erected with necessary PVC
fittings & Junction boxes fixed with adhesive solution & Clamps with following
dia of pipes, in approved manner as directed--d) 40 mm
118 250.00 Mtr. Providing & erecting PVC Corrugated Flexible Conduit with required nos. of 20.00
coupling, PVC bushes, Check-nuts etc. complete of following sizes. (2) 25 mm
119 20.00 Mtr. (A) Supplying and laying UPVC cable trunking system comprising 263.00
unplasticised polyvinyl, chloride rigid material with ignition free & flame proof
confirming BS .All necessary accessories and measuring of following sizes. (1)
75 mm x 50 mm trunking
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
120 20.00 Mtr. (A) Supplying and laying UPVC cable trunking system comprising 179.00
unplasticised polyvinyl, chloride rigid material with ignition free & flame proof
confirming BS .All necessary accessories and measuring of following sizes. (1)
50 mm x 50 mm trunking
121 200.00 Mtr. Mains & Wires--Mains with 1.1 KV grade FRLS PVC insulated ISI marked 59.00
stranded Copper conductor wire in following type of pipe to be erected
concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS
PVC insulated stranded wire of green colour for earth continuity of following
size (general wiring + in street light) --(a) with medium class Rigid PVC pipe
and accessories--(a) 2 wire 1.5 sq. mm
122 200.00 Mtr. Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper 78.00
conductor wire in following type of pipe to be erected concealed in /flushed on
wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded
wire of green colour for earth continuity of following size (general wiring + in
(a) with medium class Rigid PVC pipe and accessories
(b) 2 wire 2.5 sq. mm (FRLS)
123 173.00 Mtr. Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper 106.00
conductor wire in following type of pipe to be erected in / on wall / ceiling with
2.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green
colour for earth continuity of following size (FRLS) (a) with medium class
Rigid PVC pipe and accessories (a) 2 wire 4 sq. mm
124 30.00 Mtr. providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI 139.00
marked stranded Copper conductor wire in following type of pipe to be erected
in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated
stranded wire of green colour for earth continuity of following size (A) with
medium class Rigid PVC pipe and accessories (b) 2 wire 6 sq. mm
125 25.00 Mtr. Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand 215.00
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of cables
(B) 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core)
126 25.00 Mtr. Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand 67.00
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of cables.
(A) 3 core 2.5 Sq. mm
127 10.00 Mtr. Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 123.00
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of cables (B) 4 core 6 Sq. mm
128 70.00 Mtr. Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 137.00
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of cables (c) 4 core 10 Sq. mm
129 50.00 Mtr. Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand 187.00
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of cables(B) 4 core 25 Sq. mm
130 10.00 Mtr. Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand / 267.00
Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps
or in existing trench / pipe at road crossing or floor of following size of
cables.(A) 4 core 2.5 Sq. mm
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
131 25.00 Mtr. Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand 891.00
Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or
in existing trench / pipe of following size of cables
(H) 3 1/2 core 185 Sq. mm ( 95 Sq. mm 1/2 core)
132 100.00 Mtr. Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv 44.00
grade ISI marked copper wires of following size to be erected as directed.(e)
1.50 Sq.mm 3 core round PVC sheathed
133 42.00 Ea. Providing and, fixing heavy duty flange type brass cable gland with rubber ring 38.00
for PVC insulated armoured cable complete with out going tails, insulating tape
etc for following size of cables.
(C) 2 to 4 core 10 Sq. mm
134 20.00 Ea. Providing and, fixing heavy duty flange type brass cable gland with rubber ring 51.00
for PVC insulated armoured cable complete with out going tails, insulating tape
etc for following size of cables.
(E) 2 to 4 core 25 Sq. mm
135 5.00 Ea. Providing and, fixing heavy duty flange type brass cable gland with rubber ring 66.00
for PVC insulated armoured cable complete with out going tails, insulating tape
etc for following size of cables.
(A) 3 core 35/50 Sq. mm
136 20.00 Ea. Providing and, fixing heavy duty flange type brass cable gland with rubber ring 33.00
for PVC insulated armoured cable complete with out going tails, insulating tape
etc for following size of cables.
(A) 2 to 4 core 2.5 / 4 Sq. mm
137 5.00 Ea. Providing and, fixing heavy duty flange type brass double compression type 236.00
cable gland with rubber ring for PVC insulated armoured cable complete with
out going tails, insulating tape etc for following size of cables.
(G) 3 & 1/2 core 185 Sq. mm
138 100.00 Ea. Solderless crimping type Aluminium lugs conforming to IS suitable for cable of 13.00
following size evenly crimped with high pressure tool & connected to
switchgear terminals with brass/cadmium plated nut bolts in an approved
manner. (B) 10 Sq.mm
138 54.00 Ea. Solder less crimping type Aluminium lugs conforming to IS suitable for cable of 6.00
following size evenly crimped with high pressure tool & connected to
switchgear terminals with brass/cadmium plated nut bolts in an approved
manner. (A) 1.5/ 2.5/4/6 Sq.mm
139 64.00 Ea. Solderless crimping type Aluminium lugs conforming to IS suitable for cable of 15.00
following size evenly crimped with high pressure tool & connected to
switchgear terminals with brass/cadmium plated nut bolts in an approved
manner. (C) 16/25 Sq.mm.
140 10.00 Ea. Solderless crimping type Aluminium lugs conforming to IS suitable for cable of 20.00
following size evenly crimped with high pressure tool & connected to
switchgear terminals with brass/cadmium plated nut bolts in an approved
manner. (D) 35/50 Sq.mm. . (ISI MARKED)
141 63.00 Ea. Solder less crimping type Copper lugs conforming to IS suitable for cable of 8.00
following size evenly crimped with high pressure tool & connected to
switchgear terminals with brass/cadmium plated nut bolts in an approved
manner. (A) 1.5/2.5 to 6 Sq.mm
142 50.00 Mtr. Making trench in soft soil of suitable width of 90 cms deep for laying cable or 46.00
locating the fault all over the run and backfilling the same and making the
surface as normal ground.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
143 10.00 Mtr. Providing & laying approved make Double walled corrugated pipes (DWC) of 62.00
polyethylene(conforming to IS 14930 II )with necessary connecting accessories
of same material at required depth for laying of cable. below ground / road
surface for enclosing cable and back filling the same to make ground as per
original. (A)50 mm dia
144 10.00 Mtr. Providing & laying approved make Double walled corrugated pipes (DWC) of 95.00
polyethylene(conforming to IS 14930 II )with necessary connecting accessories
of same material at required depth for laying of cable. below ground / road
surface for enclosing cable and back filling the same to make ground as per
original. (C)90 mm dia
145 1.00 Ea. Providing & erecting capacitor duty contactor 3 phase, 415 V with proper 9115.00
connection for following rating:
146 2.00 Sq.Mtr Providing & erecting weather proof, dust & vermin proof, floor mounted front 19196.00
operated indoor type cubical panel board necessary IP-42 and above protection
as per approval from engineer incharge made from 14 SWG thick CRC M.S.
sheet for outer body & doors, 16 SWG thick CRC M.S.sheet for internal
partitions with necessary accesories , supporting angles/ flats channel
including cutting, bending, drilling, welding, riveting with internal partitions &
cable alley as per requirements & instruction of engineer-in-charge with
(B) The standard companies switch gear shall be used and only manufacturers
at CPRI approved factory
(ii) with 550 mm. Depth
147 10.00 Rn.Mtr Supplying and erecting triple pole & neutral 440V/ 500V panel mounting 1455.00
Aluminium Busbars with four equal Nos. of bus having current density not
more than 0.8 Amp. / sq.mm (Rated current / cross section area) duly wrapped
with colour insulating tape for phase sequence of following current carrying
capacity, erected with necessary bus bar supports /insulators, main cable socket
to each busbar,erected in existing cubical panel with necessary connections.
(C) Suitable for 300 Amp. Capacity
148 5.00 Ea. Providing and erecting Approved make Earth fault Relay suitable to mount with 5362.00
inter connection suitable to following size of moulded case circuit breaker
having CT ratio & MCCB rating as following along with shunt trip 220V AC.
with all internal connections & complete erected in existing M.S.housing..
149 100.00 Ea. SECTION 3.00 SWITCHGEARS & DISTRIBUTION BOARDS 111.00
MINIATURE CIRCUIT BREAKERS.
Miniature circuit breaker single pole 6A to 25A suitable to operate on 240 V
A.C. system and having breaking capacity 10 KA to be erected in existing box.
confirming to IS 8828/1996 with ISI Mark(QTY FOR MCB OF DB AND MCB
OF PANEL) Cat-III
150 2.00 Ea. Pproviding and erecting Approved make Four pole moulded case circuit breaker 6112.00
having breaking capacity ICU of 25 KA. at 415 V,having normal current rating
up to 25 A to 100A. with Fixed thermal & magnetic release suitable to work on
A.C. supply 50 c/s. with all internal connections, spreader tinned copper &
complete erected in existing 16 G.M.S. housing. ICS=100% of ICU only
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
151 1.00 Ea. Providing and erecting Approved make Four pole moulded case circuit breaker 20739.00
having breaking capacity ICU of 35 KA. and above at 415 V . having normal
current rating 250A. with variable thermal & magnetic release suitable to work
on A.C.supply 50 c/s. with all internal connections, spreader tinned copper &
complete erected in existing 16 G.M.S. housing.
152 2.00 Ea. Providing and erecting Approved make RCCBs conforming to IS: 12640 and 4272.00
having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and
suitable for operation on 3 phase and neutral 415V,50Hz. having characteristic
of quick action & tripping with all advance feature & do not incorporate any
electronic component for following Max. rating erected as directed.
(iv) 100 Amps. FP (100 mA Sensitivity)
153 5.00 Ea. Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C 590.00
Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box
having following capacity((QTY FOR MCB OF DB AND MCB OF
PANEL)Also consider in general) (A) 6-32 Amp Cat.III
154 5.00 Ea. Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C 662.00
Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box
having following capacity((QTY FOR MCB OF DB AND MCB OF PANEL).
(B) 40 Amp Cat.III
155 25.00 Ea. Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C 730.00
Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box
having following capacity.
(c)63 Amp. Cat III
156 20.00 Ea. Providing & erecting 240 V MCB double pole switch for lighting Load (B 276.00
Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box
having following capacity (A) 6 to 32 Amp.
157 5.00 Ea. Sheets steel powder coated enclosure suitable for incorporating One/Two nos. 175.00
158 10.00 Ea. Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C 582.00
Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box
having following capacity (a) 6 to 32 Amp.
159 10.00 Ea. Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C 641.00
Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box
having following capacity (B) 40 Amp.
160 10.00 Ea. Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C 709.00
Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box
having following capacity
(c)63 Amp. CAT III
161 10.00 Ea. Providing and erecting Sheet Steel powder coated MCB distribution board - 1141.00
flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,
Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house
appropriate nos. of MCBs.(The DBs should be used of same company of MCB
to be used) suitable for (A) single phase incoming and horizontal single phase
outgoing (b) sheet steel double door (IP-43) (iii)8 way
162 5.00 Ea. Providing and erecting Sheet Steel powder coated MCB distribution board - 1893.00
flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,
Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house
appropriate nos. of MCBs.(The DBs should be used of same company of MCB
to be used) suitable for (B) three phase incoming and single phase horizontal type
outgoing Per phase isolation type (PPI) (b) sheet steel double door (ii)6 way
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
163 5.00 Ea. Providing and erecting Sheet Steel powder coated MCB distribution board - 3379.00
flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,
Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house
appropriate nos. of MCBs.(The DBs should be used of same company of MCB
to be used) suitable for (B) three phase incoming and single phase horizontal type
outgoing Per phase isolation type (PPI) (b) sheet steel double door (iii)8 way
164 3.00 Ea. Providing and erecting Sheet Steel powder coated MCB distribution board - 4620.00
flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail,
Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house
appropriate nos. of MCBs.(The DBs should be used of same company of MCB
to be used) suitable for (B) three phase incoming and single phase horizontal type
outgoing Per phase isolation type (PPI) (b) sheet steel double door (iV) 12 way
165 1.00 Ea. Providing and erecting Sheet Steel powder coated Vertical MCB distribution 18480.00
board (VTPN) - flush / surface mounted double door (IP54) fitted with insulated
copper busbar, isolated neutral link, earth bar and DIN rail, confirming to IS 13032 and
BS 5486-1986,IP-54 suitable for 63/100 AMP TPN MCCB + RCCB as incomer and
three phase outgoing as per following .(The DBs should be used of same company of
MCB to be used)
(D)12 way outgoing
166 1.00 Ea. Providing and erecting Sheet Steel powder coated Vertical MCB distribution 12061.00
board (VTPN) - flush / surface mounted double door (IP54) fitted with insulated
copper busbar, isolated neutral link, earth bar and DIN rail, confirming to IS 13032 and
BS 5486-1986,IP-54 suitable for 63/100 AMP TPN MCCB + RCCB as incomer and
three phase outgoing as per following .(The DBs should be used of same company of
MCB to be used)
(B)6 way outgoing
167 15.00 Ea. EARTH LEAKAGE CIRCUIT BREAKERS. 2213.00
Approved make ELCBs / RCCBs conforming to IS: 12640 and having
sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable
for operation on single phase 240 V. having characteristic of quick action &
tripping with all advance feature & do not incorporate any electronic
component.for following Max. rating erected as directed Cat-III (ii)
168 1.00 Ea. Approved make ELCBs / RCCBs conforming to IS: 12640 and having 1950.00
sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable
for operation on single phase 240 V. having characteristic of quick action &
tripping with all advance feature & do not incorporate any electronic
component.for following Max. rating erected as directed (i) 25 Amps.DP Cat-
169 5.00 Nos. Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 530.00
0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall
be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast
powder coated and high U.V. & corrosion resistance with diffuser with
company mark/name 160V to 270V, Power Factor more than 0.9, THD < 15%,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt ,LED
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have
shown ranges of Wattage capacity of LED fittings.The Engineer incharge may
select any wattage capacity between the ranges shown.)(A) Tube Light with
integral driver(v) 36-40 Watts, Surge-2 KV, IP-20, conventional 4 feet Cat-lll
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
170 15.00 Ea. Supplying and erecting approved make suitable panel indicator LED type lamp, 43.00
lens cover, complete erected with necessary connections.
171 10.00 Ea. (C) Square shaped Surface/Recessed Mount Downlight with provision for 584.00
spring loaded mounting clips complete.IP20
(iii) 16-20 watts, Surge-2 KV. Cat-lll
172 1.00 Ea. (F) Spot Light 425 Lumens, Surge-2KV 805.00
(ii) 8 to 11 Watts
173 10.00 Ea. (H) Mirror Light 9 Watts, wall mounted minimum 1 feet long 309.00
174 2.00 Ea. FANS & ACCESSORIS. 1929.00
Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with
double ball bearing ISI mark with Condenser 230 volt A.C. 50 Hz 1200 mm
sweep complete having 3blades with aluminium blades with , canopy & 30 cm.
down rod erected with earthing.(Make shall be approved by Engineer in charge)
175 4.00 Ea. Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the 107.00
RCC bars up to 50mm length each side and pierced through a 16 Gauge M.S.
box / Heavy Duty PVC box complete erected concealed in Ceiling with
necessary finishing.
176 4.00 Ea. Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or Fan 18.00
177 6.00 Ea. EXHAUST FANS. 1687.00
Supplying & erecting approved make low noise decorative exhaust fan having
square frame ABS body with inbuilt lowers & square frame.
200mm with 1350RPM. Cat-II
178 100.00 Kg. Providing and erecting required size HOT deep Galvanised iron strip for 77.00
earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using
179 25.00 Kg. Providing and erecting required size Copper strip for earthing of H.T. OCB / 787.00
ACB/ Transformer, LT panel board, Motors etc. using copper clamp.
180 100.00 Kg. Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 77.00
SWG.Using for DB earthing wire 8 to 16 SWG.
181 4.00 Ea. Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or 7025.00
approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as
per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe dia of
mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-
250 Micron galvanising, connection terminal dia of 14 mm with constant
ohmic value surrounded by highly conductive compound with high charge
dissipation suitable for panel earthing.[A] For electrical installation up to
V(c) For Electrical Installation covering Transformer Neutrals, Lightning
arrester Earthing, A.C.Plant & Sensitive Computer System(like Automation,
SCADA) i.e independent Earthing in normal soil. [B] For Electrical installation
up to 11 KV located in other than normal soil i.e. Soft Rock, Marshy Soil
-Length of Pipe : 2 mtr
-Back filling Compound :1 no. Bag of 25 Kg.
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
182 2.00 Ea. Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or 10489.00
approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology as
per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe dia of
mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-
250 Micron galvanising, connection terminal dia of 14 mm with constant
ohmic value surrounded by highly conductive compound with high charge
dissipation suitable for panel earthing.[A] For electrical installation up to
V(c) For Electrical Installation covering Transformer Neutrals, Lightning
arrester Earthing, A.C.Plant & Sensitive Computer System(like Automation,
SCADA) i.e independent Earthing in normal soil. Length of Pipe : 3.00 mtrs
Back filling Compound :2 nos Bags of 25 Kg.
183 60.00 RMT Supplying & erecting approved make Telephone Cable electrolytic copper 119.00
conductor PE insulation twisted in two pairs, & wrapped with FRLS PVC tape
& sheathed with FRLS PVC or HFFR outer Jacket suitable for telephone wiring
& confirming to C-DOT erected in existing pipe. of following size of
conductors & nos.of pairs. With necessary connections. (b) Armoured [Jelly
Filled] 1) Ten Pairs
184 1.00 NO SITC of Digital / PCM / TDM EPABX System having SMT design, system 76314.00
with flexible universal slots. Inbuilt Auto attendant facility, Minimum 15 Nos.
conference, Analog extension line, Calling GSM, E&M line, PRI / EI & VOIP
program me through Analog telephone digital key from Ethernet, public address
cord, shall have unrestricted simultaneous dialing facility,
QSIG protocol on PRI, 95 / STD / ISD / Local-Locking, Class of Service, Quick
Dial-Single Digit dialing of any two external number, Once only ring device,
Boss/Secretary-Do not disturb Facility, Power Down Mode, Hot Line, Hot
Outward Dialing, Day Night Mode, Auto Call Back, Barge-in, Call Pick Up &
Call Transfer, Call transfer while Ringing with Voice Guide System, (DISA),
Caller ID (CLI), CLI Base ECF, CLI Base routing Internet Ready Port, External
Music Port, Call Budgeting, Call Most Calculation (ASMDR), DID Direct
Inverse Dialing, External Music Input, Fax Homing, Global Directory Printing
with following capacities [A] No of Extension 16, No of Junctions 6, 8 Port IP
Resource in-built, 4 Port Web base Video Conferencing, No of expandable ports
: 48, Operators Console - 01 Compatible : ISDN
185 10.00 Nos. Providing following type of Modular Type Accessories mounted with pvc / 311.00
metallic box, single mounting base frame covered with textured / metallic front
plate , modules erected with necessary connection. As desired by Engineer In
charge (19) Modular Indicating Call Bell.Cat.III
186 10.00 Nos. Providing following type of Modular Type Accessories mounted with pvc / 142.00
metallic box, single mounting base frame covered with textured / metallic front
plate , modules erected with necessary connection. As desired by Engineer In
(20) Modular Buzzer.Cat.III
187 1.00 Nos. Supplying and erecting approved make online Un-interruptible Power Supply 68645.00
system comprising flat cum-boost charger, static Inverter & sealed maintenance
free SMF batteries. The charger having operating capacity for input 160-270V
AC & inverter having output 230V,50 Hz Ac with 0.8 load power factor with
battery, over/under voltage output with over load & short circuit protection
equipment. The system housed in CRC sheet duly powder coated paint with
following power backup.with MS painted batteries stand, 10% Overload
capacity for momentary load.(C) 3 KVA with 1Hr Backup
[AHMEDABAD MUNICIPAL CORPORATION] MAHALAXMI LAKE
Quantity Unit Description Excluding
188 1.00 Ea. Providing and erecting water cooler having storage capacity 80Ltr. & cooling 40933.00
capacity 40 Ltr.per hour @ an ambient temp of 45˚ C. The outlet temp. of the
water should drop by 15˚ C within a hour, The water cooler should be
comprising of hermetically sealed compressor, fan motor, condensing unit,
water tank surrounded by evaporating coil, thermostats, relay etc. complete with
necessary inlet & outlet connection. The body of water cooler will be made from
Stainless Steel. ◦
189 1.00 Ea. Supplying & erecting 5 stage single reverse osmosis water purification system 24153.00
with M.S. powder coated frame, prefilter housing with 'O' ring presediment
filter GAC filter, carbon filter suitable buster DC pump capacity 80 psi, mention
with 40 psi inline type post carbon filter auto low & high pressure switches with
following size of storage tank & LPH capacity & erected as directed [C] 50 Ltr /
Hr with 150 psi 2 nos booster pump
190 1.00 Ea. Providing Water proof straight Joint in PVC insulated flat flexible copper cable 188.00
by using insulating material, water proofing material, & making the joint
complete. (A) Up to 10Sq. mm
191 25.00 Each Supply, Installation , testing and commissioning of 7.5Mt. Height octagonal 72142.86
Pole with Coil Type earthing pit included with 120W Led-4000k (13500 lumen)
Light fixures with 1.5 mt long bracket on bridge side and 2.0m long bracket of
service road side should be provided and 4c x 16.00 sq.mm. Al. XLPE cable in
50mm Dia. DWC Pipe should be provided and 3c x1.5 sqmm. wire for junction
box to lighting fixures 30 AVG lux level should be provided on bridge. The
Main panel for the bridge lighting and IP -66 Protection of class Canopy type
feede pillar for differnt lightinmg distribution with 24 hour digital timer and
other require switch gear. Each feeder pillar 2 nos. G.I. Earthing pit should be
provided. The Rate includes Pole, all type of cable , lugs, glands, wire
accessories, junction box, j type bolt , DWC Pipe , Feeder panels, Earthing
Arrangements etc. all required to complete .
192 1.00 Job Lienceining 120000.00
TOTAL (Excluding GST)
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