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Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
9 Apr 2026, 6:00 pmClosed
add.city.engineer (amc met/Hospital)
Proposed Construction of Plant Room for MGPS Work in Multi Storied Hospital at L. G. Campus, Maninagar, Ahmedabad for AMC.(RE-INVITE)
292618
tender no 1 short tender notice 16
Open
Civil Works
Ahmedabad
3 documents required · 3 mandatory
₹3,600
Municipal Comissioner Ahmedabad
₹1.3 L
1 Apr 2026
1 Apr 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
I/We am/are willing to carry out work at __________% above / below (should be written in figures and words) the estimated cost
mentioned above. The amount of my/our tender works out as under
Estimated cost put to tender : Rs.1,25,15,570.00 Estimated cost put to tender : Rs.
Add_____% Above : Rs ___________ Deduct_____% Below : Rs ___________
In words : Rupees _______________________ In words : Rupees _______________________
The contractor should get the sample of material in respect of quality and source of supply or manufacturer
approved by Consultant / AMC in all cases. All such approved samples should be kept at site in the custody of EIC-
Note-1 CMC/PMC/AMC. The tests for the make in external laboratory in presence of CMC/PMC/AMC to be carried out
by Contractor at his own cost as per relevant latest codes. Reinforcement steel & cement original purchase bills
shall be produced to CMC/PMC/AMC as and when asked for.
Note-2 Rate includes for any height, any level, any lead & lift and as per directed by EIC.
Signature of Contractor Additional City Engineer
Seal Hospital - AMC MET
Date Ahmedabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
Proposed Construction of Plant Room for MGPS Work in Multi Storied Hospital at L. G. Campus,
Maninagar, Ahmedabad for AMC.
BOQ OF CIVIL WORK
Sr. No. Item Description Unit Total Qty. Rate Amount
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. (B) Dense or Hard soil
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking
2 of useful materials and disposing off the excavated stuff upto 50 Meter lead. Cum 366.00 160.77
(B) Dense or Hard soil
Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking
3 of useful materials and disposing off the excavated stuff upto 50 Meter lead. Cum 488.00 172.50
(B) Dense or Hard soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations
4 etc. in layers not exceeding 20cm. in depth consolidation each deposited layer by ramming Cum 1,338.00 129.10
and watering etc complete as directed by EIC.
Filling in plinth with sand under floors including watering ramming, consolidating and
dressing complete.
Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness
including watering, ramming and consolidating etc. complete.
Conveyance charges of earth lime, murrum, building rubbish, manure, garbage, sludge,
7 excavated rock, fly ash, aggregate of any kind etc. comp. upto any lead. Cum 574.00 326.73
Providing and laying cement concrete 1:2:4 (1-Cement : 2- Coarse sand : 4- graded stone
9 aggregates 20 mm nominal size) and curing complete excluding cost of formwork in Cum 97.00 3,661.30
(A) Foundation and Plinth
Providing, laying controlled cement concrete M-250 and curing complete including the cost
of form work but excluding reinforcement for reinforced concrete work in: Up to Plinth
Level. (Design Mix or RMC can be use as directed by EIC/PMC. No Extra Rate can be paid)
Sr. No. Item Description Unit Total Qty. Rate Amount
Providing and laying controlled cement concrete M-250 work with curing etc. complete
including the cost of form workbut excluding cost of Reinforcement for RCC work in: Up to
11 Plinth Level. (Design Mix or RMC can be use as directed by EIC/PMC. No Extra Rate can Cum 22.00 7,373.00
(C) Column Upto Plinth
Providing and laying controlled cement concrete M-250 work with curing etc. complete
including the cost of form workbut excluding cost of Reinforcement for RCC work in:
12 Above Plinth Level. (Design Mix or RMC can be use as directed by EIC/PMC. No Extra Cum 21.00 7,373.00
Rate can be paid)
(D) Column Upto GF Slab
Providing and laying controlled cement concrete M-250 work with curing etc. complete
including the cost of form workbut excluding cost of Reinforcement for RCC work in:
13 Above Plinth Level. (Design Mix or RMC can be use as directed by EIC/PMC. No Extra Cum 4.00 7,413.00
Rate can be paid)
(E) Column GF Slab to FF Slab
Providing and laying controlled cement concrete M-250 work with curing etc. complete
including the cost of form workbut excluding cost of Reinforcement for RCC work in: Upto
Plinth (Design Mix or RMC can be use as directed by EIC/PMC. No Extra Rate can be paid)
Providing and laying controlled cement concrete M-250 work with curing etc. complete
including the cost of form workbut excluding cost of Reinforcement for RCC work in: Upto
Plinth (Design Mix or RMC can be use as directed by EIC/PMC. No Extra Rate can be paid)
(G) Ground Floor Beam
Providing and laying controlled cement concrete M-250 work with curing etc. complete
including the cost of form workbut excluding cost of Reinforcement for RCC work in: RCC
Wall (Design Mix or RMC can be use as directed by EIC/PMC. No Extra Rate can be paid)
Providing and laying controlled cement concrete M-200 and curing complete including the
17 cost of form work but excluding reinforcement for reinforced concrete work in: Cum 43.00 6,474.00
Providing and laying controlled cement concrete M-250 and curing complete including the
18 cost of form work but excluding reinforcement for reinforced concrete work in: Cum 45.00 6,513.00
(J) Ground Floor Slab
Sr. No. Item Description Unit Total Qty. Rate Amount
Providing and laying controlled cement concrete M-250 and curing complete including the
19 cost of form work but excluding reinforcement for reinforced concrete work in: Cum 4.00 6,167.00
Providing and laying controlled cement concrete M-250 and curing complete including the
20 cost of form work but excluding reinforcement for reinforced concrete work in: Cum 8.00 5,691.00
(L) Weathershed
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement
concrete work, using cement content as per approved Design Mix manufactured in fully
automatic batching plant and transported to site of work in transit mixer for a lead up to
Kms. having continuous agitated mixer, manufactured as per mix design of specified grade
for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site
of laying in levels and pattern of bays as detail of architect and finished with screed board
vibrator , vacuum dewatering process and finally finished by floating, brooming with wire
brush etc., finishing and reinforcement including cost of admixtures in recommended
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability as per direction of the Engineer in - charge.
Without Fly Ash (Min cement level as per latest IS 456 shall be maintained). The rate shall
include cost of side shuttering with channels, rails, to form panels and groove cutting etc.
including filling the joint with glass strip/polysulphite complete to use. The rate shall also
include the cost of reinforcement approximate calculated at 5.14 kg/Smt. Rate for all lead &
lift & as per directed by Engineer in - charge.
(Note: - Cement content considered in this item is @ 450 kg/cum.)
Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and
placing in position complete upto floor two level.
Brick work using common burnt clay building bricks having crushing strength not less than
23 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand) Cum 78.00 3,981.21
(B) Conventional
Brick work using common burnt clay building bricks having crushing strength not less than
35 kg./Sq.Cm. above plinth to up to floor two level in Cement Mortar 1:6 (1- Cement : 6 -
fine sand) (B) Conventional
(i) Ground Floor
Brick work using common burnt clay building bricks having crushing strength not less than
35 kg./Sq.Cm. above floor two level in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B)
(ii) First Floor
Sr. No. Item Description Unit Total Qty. Rate Amount
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half
26 brick walls for interior plastering upto floor two level and finished even and smooth in (ii) Sqm 751.00 155.61
Cement mortar 1:4 (1-cement : 4-sand)
Providing 10mm thick cement plaster in single coat on ceiling for interior plastering upto
floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)
Providing 20 mm thick double coat mala cement plaster on interior brick / concrete work for
plastering comprising of base coat of 12 mm thick cement plaster in cement mortar (1
Cement : 4 coarse sand) in rough finishing and 8 mm thick top coat of cement mortar 1:2 (1
Cement : 2 Coarse sand) finished with trovel including scaffolding curing etc. complete.
Applying two coats of putty & two coats of primer of approved brand and 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. Including Wall painting
(two coats) with plastic emulsion paint of approved brand and 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.
Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give
30 an required shape even shade after thoroughly brushing the surface to remove all dirt, and Sqm 603.00 113.40
remains of loose powdered materials.etc complete. Including two coat of Primer
Providing and applying 2mm thick Texture Plaster Terre Palette incorporating fine filaments
made of polymer and aggregating natural stone powder with making grooves on existing base
coat of smooth mala plaster etc. complete Colour and shade as approved by Architect/
Engineer in charge for all floor all height including necessary all kind of scaffolding.
Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of
cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand)
laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab
including rubbing and polishing etc. complete. (A) 25mm thick
Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and
pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with
gray cement slury mixed with pigment to match the shade of slab including rubbing and
polishing etc. complete.
Providing and fixing rolling shutters of approved make made of 80 mm wide M.S. laths inter-
locked together through their entire length and jointed together at the ends by end locks
34 mounted on specially designed pipe shaft with bracket plates, guide channels and Sqm 20.00 3,468.72
arragements for inside and outside locking with push-pull operation including the cost of
hood cover and spring etc. complete. (A) Shutters having width below 3.5 M.
Sr. No. Item Description Unit Total Qty. Rate Amount
Providing and fixing window having extruded aluminum Colour anodized section frame
main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track
member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of
size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of
35 horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of Sqm 26.00 1,696.73
size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ 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
Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with
36 M.S. flats at required spacings and frame alround, square or round bars with round headed Kg 636.00 100.17
bolts and nuts or by screws. (A) Plain Grill.
Applying priming coat over new steel and other metel surface after and including preparing
the surface by throughly cleaning, oil,grease, dirt and other foreign matter and scoured with
brushes fine steel wood, scrapers and sand paper with ready mixed priming paint brushing
red lead. Including the Painting two coats on new steel and other metal surface with enamel
paint, brushing, interior to give an even shade including cleaning the surface an even shade
including cleanicn the surface of all dirt, dust and other foreign matter.
Providing, supplying, fabricating and erecting in position the structural steel for colums, grill,
gates, bars, truss, purlins, runners, cleats, insert plate, base plate etc for all structural elements
as per detail, made up from closed structural steel hollow sections (RHS/SHS including
rolled section) or angle or chanel with weather resistant of Tata Structural / sections or an
approved equivalent as per details / drawings / instructions including cutting, bending,
jointing, connecting, welding and / bolting and / riveting and fabricating and erecting in
position etc complete for all levels as directed. The rate to include all necessary fixtures,
fastening including welding rods of standard approvded quality etc for complete the job. The
rate shall also include the two coats of synthetic enamel paint with priming coat & necessary
scaffolding etc. complete as directed
Providing and fixing (Chainlink Fencing) with fabrication of M.S.Angle vertical support of
size 75 x 75 x 6 mm and horizontal support of 50 x 50 x 6 mm on top, centre and bottom
with galvanize chain link 50 x 50 - 10 guage jali fitted with 40 x 6 mm M.S. flat including
welding and erecting the same in position in cc block 1:2:4 of size 50 x 50 x 60 cms at 3 mtr
C/C spacing with necessory excavation including two coats of oil Painting over single coat of
primer etc complete as directed & including one open able gate 17' ft wide and 7' ft in ht.
including of two coats of oil paint on M.S. Structure as per drawing & directed by Engineer
Sr. No. Item Description Unit Total Qty. Rate Amount
Providing & fixing of reinforcement bars after drilling the hole of required diameter & depth,
cleanning of the same, providing / filling the hole with Injection Mortar (HIT HY 200r of
Hilti or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers
& architects instruction. The work shall be carried out by the technical workmens/agency
40 approved by the manufacturer and under technical supervision of Manufacturer of Injection Each 188.00 184.00
grout including all materials, tool tackles, labour etc completed as directed by E.T.C / PMC.
Rate shall be included required testing like pull-out etc. & over all design shall be measured
forces by structural design consultant.
(a) for 8 mm. dia.bar -Holes 12mm dia Depth 100mm to 175mm
Providing & fixing of reinforcement bars after drilling the hole of required diameter & depth,
cleanning of the same, providing / filling the hole with Injection Mortar (HIT HY 200r of
Hilti or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers
& architects instruction. The work shall be carried out by the technical workmens/agency
41 approved by the manufacturer and under technical supervision of Manufacturer of Injection Each 188.00 207.00
grout including all materials, tool tackles, labour etc completed as directed by E.T.C / PMC.
Rate shall be included required testing like pull-out etc. & over all design shall be measured
forces by structural design consultant.
(b) for 10 mm. dia.bar -Holes 12mm dia Depth 100mm to 175mm
Providing & fixing of reinforcement bars after drilling the hole of required diameter & depth,
cleanning of the same, providing / filling the hole with Injection Mortar (HIT HY 200r of
Hilti or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers
& architects instruction. The work shall be carried out by the technical workmens/agency
42 approved by the manufacturer and under technical supervision of Manufacturer of Injection Each 188.00 253.00
grout including all materials, tool tackles, labour etc completed as directed by E.T.C / PMC.
Rate shall be included required testing like pull-out etc. & over all design shall be measured
forces by structural design consultant.
(c) for 12 mm. dia.bar -Holes 14mm dia Depth 120mm to 200mm
Providing & fixing of reinforcement bars after drilling the hole of required diameter & depth,
cleanning of the same, providing / filling the hole with Injection Mortar (HIT HY 200r of
Hilti or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers
& architects instruction. The work shall be carried out by the technical workmens/agency
43 approved by the manufacturer and under technical supervision of Manufacturer of Injection Each 188.00 604.00
grout including all materials, tool tackles, labour etc completed as directed by E.T.C / PMC.
Rate shall be included required testing like pull-out etc. & over all design shall be measured
forces by structural design consultant.
(d) for 16 mm. dia.bar -Holes 20mm dia Depth 160mm to 250mm
Sr. No. Item Description Unit Total Qty. Rate Amount
Providing & fixing of reinforcement bars after drilling the hole of required diameter & depth,
cleanning of the same, providing / filling the hole with Injection Mortar (HIT HY 200r of
Hilti or approved equivalant),inserting reinforcement bar etc. complete as per Manufacturers
& architects instruction. The work shall be carried out by the technical workmens/agency
44 approved by the manufacturer and under technical supervision of Manufacturer of Injection Each 188.00 1,087.00
grout including all materials, tool tackles, labour etc completed as directed by E.T.C / PMC.
Rate shall be included required testing like pull-out etc. & over all design shall be measured
forces by structural design consultant.
(e) for 20 mm. dia.bar -Holes 25mm dia Depth 200mm to 250mm
Making holes upto 12mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Making holes upto 15mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Making holes upto 22mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Making holes upto 28mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Making holes upto 42mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Making holes upto 54mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Making holes upto 76mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Making holes upto 108mm dia. in masonary/ RCC members by diamond Core Cutting
machine including disposing the debries.
Total Amount of Civil Work
Total Amount of Civil Work
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