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Tender Value
₹26.1 L
EMD Value
₹27,000
Closing Date
21 May 2026, 6:05 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Dahod (R & B) Division, Dahod
Construction of Lift Well in existing Building of Family Court at Dahod Dist. Dahod
305038
04 of 2026-27 (Reinvite)
Open
Civil Works - Others
Dahod
2 documents required · 2 mandatory
₹1,500
Executive Engineer, Dahod (R&B) Division, Dahod
₹27,000
13 May 2026
13 May 2026
13 May 2026
21 May 2026
13 May 2026
Name of Work :- Construction of Lift Well in Exhisting Building Of Family
Court At Dahod Dist. Dahod
BILL OF QUANTITIES
Memorandum showing item of works to be carried out.
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
1 Excavation for foundation upto 1.5 m depth (Executed With Manual Labour) 72.00 Cu.mt 212.52
including sorting out and stacking of useful materials and disposing
off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil
2 Excavation for foundation for depth from 1.5 m to 3.0 mt (Executed With 24.00 Cu.mt 235.05
Manual Labour) including sorting out and stacking of useful materials
and disposing off the excavated stuff upto 50 Meter lead.(A)
Loose or soft soil
3 Providing and laying controlled cement concrete M.150 for curing complete 3.00 Cu.mt 3861.37
excluding cost of formwork and reinforcement for reinforced concrete work
in (A) Foundations, footings,Base of columns and Mass concrete
4 Providing and laying controlled cement concrete M 250 and curing 15.00 Cu.mt 4517.73
complete including the cost of form work but excluding the cost of
reinforcement for reinforced concrete work in. (A) Foundation footing, base
of columns & mass concrete.
5 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 6.00 Cu.mt 3005.48
hand broken stone aggregates 40 mmnominal size) and curing complete
excluding cost of formwork in (A) Foundation and Plinth
6 Provinding and Laying controlled cement concrete M-250 & curing 4.00 Cu.mt 6650.85
complete including the cost of form work but excluding cost of
reinforcement concrete work in Beams, Girders and Cantilever up to floor
for PLINTH BEAMS
7 Brick work using common burnt clay building bricks having crushing 3.00 Cu.mt 3884.00
strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement
Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional
8 Filling available excavated earth (excluding rock) in trenches. plinth, sides 18.00 Cu.mt 137.47
of foundations etc. in layers not exceeding 20 cm.in depth consolidating
each disposited layer by ramming and watering.
9 Applying general insecticide pest control treatment to floors, cupboards etc 25.00 Sq.mt 54.39
including labour materials etc. complete. Using Imidacloprid 30.5 SCas Per
IS 6313 part -II( (0.075% concentration by mass) is recommended 10.5ml
chemical diluted with 5 liters of water application 0.5 litre chemical /Sqm of
surface is recommended as per I.S.
10 Provinding and Laying controlled cement concrete M-150 and with curing 4.00 Cu.mt 6334.72
etc.complete. Including the cost of formwork but excluding the cost of
reinforcement for R.C.C Plinth Slab
11 Providing and laying controlled cement concrete M.250 and curing 8.00 Cu.mt 6240.79
complete including the cost of formwork but excluding reinforcement for
reinforced concrete work in (C)Slabs, landing, shelves, Balconies, Lintels,
Beams, Girders and Cantilever Beams at FF
12 Provinding and Laying controlled cement concrete M-250 and curing 15.00 Cu.mt 7898.20
etc.comp including the cost of formwork but excluding the cost of
reinforcement for Vertical Fins All Floor
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
13 Provinding and Laying controlled cement concrete M-250 Finishing smooth 5.00 Cu.mt 8046.67
with curing etc.comp including the cost of formwork but excluding the cost
of reinforcement for RCC work in SLAB at FF level
14 Providing ISI Mark T.M.T. bar Fe - 500D reinforcement for R.C.C work 5320.00 Kg 77.64
including bending, binding and placing in position complete. For All Floor
15 Brick work using common burnt clay building conventional type bricks 8.00 Cu.mt 4172.42
having crushing strength not less than 35 Kg./Sqcm. in super structure in
cement mortar 1:5 (1 cement : 5 fine sand) Work In Super Stcture above
plinth Level up to floor two level including the cost of all materials and
labour charges etc. complete.
16 Providing 15mm thick cement plaster in single coat on Rough (Similar)side 114.00 Sq.mt 253.61
of single or half brick walls for interior plastering upto floor two level and
finished with floating coat of neat cement slury (i) Cement mortar 1:3 (1-
17 Providing and applying on wall exterior/ interior of Heritage surface texture 112.00 Sq.mt 698.87
granules finish of Bakelite Hylam Limited (No.21-3005, 3006, 3007,
3013, 3014, 3015 and 3016) trowelled over 20 mm thick sand faced cement
plastered (Two coat of 12 mm in CM 1:3 & 8 mm coat in CM 1:1) sub strata
to get an average finish coat thickness of 0.08 to 1.2 mm comprising of
three components viz. Dry granules, Granules, bonding agent and top coat
of glossy finish (Dry granules shall be made from Silica sand, pigments,
chiefly inorganic) homopolymer emulsion mix etc, of Bakelite Hylam product
banding agent made of acrylic copolymer emulsion, broad specturm
fungicide of Bakelite Hylam product etc and top coat made from solvent
based acrylic polymer of Bakelite Hylam product including scaffolding.
18 Providing and Fixing Machine Cut free edges,Pre Mirror Polished Green 5.00 Sq.mt 2085.65
Marble Stone slab 16mm to 18 mm thick in single peace) for For Doors &
windows sill,jambs & Cledding as per design incl. full moulded round front
edge and 1cm both side nosing on 20 mm thick cement mortar 1:6 (1 -
cement : 6 coarse sand) jointed with grey cement slurry including rubbing,
polishing & Finishing etc. complete
19 Providing and fixing safety grills of Required pattern for Windows,Door 1000.00 Kg 117.25
using required size of MS polished bars at specified spacing innserted and
welded from inside to rectangular box type frame CRC Pipes of Required
Size at required spacing as per design and hold fasting with coach bolts
including one coat of primer and two coats of mattfinished oil painting etc
20 Providing and laying water proofing tretment with chaina mosaic tiles 8.00 Sq.mt 1084.09
flooring over avg 40 mm C.C. 1:2:4 {1 Cement : 2 sand : 4 Kapachi / Gritt
to 12 mm size} bedding for maintaining slope for plain and curve surface &
12 mm to 20 mm of broken piece of seramic / glazed tiles ( one for more
color as directed ) to be laid over cement mortar bedding of C M 1:3 (1
cement : 3 sand ) containg one Kg of water profing materials per bag of O P
C at plain or / and slops and to be tempered to bring mortar eramic up to
surface with using white cement and colour pigment including rounding of
junctions and extending them up to 15 cm along the wall and curing with
bends any pattens or design as per drawing and cleaning by using oxalic
acid etc complete.
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
21 Wall painting (Two coats) with plastic emulsion paint of approved brand and 114.00 Sq.mt 125.41
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. including Applying two coats of Birla or
Asian acrylic lapy ( 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.
22 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working 30.00 Rmt 339.05
pressure poluthene pipes of the following outside Dia. Low densidy,
complete with special falnge compression type fittings, wall clipsetc.
including making good the wall ceiling and floor.(G)110 mm
23 SIGNAGES ON WALL 6.00 No. 1010.00
Providing, Fabricating & Fixing wall signage's using 304 grade Stainless
steel brushed steel finish plate of 1.5 mm thick fixed on a wall using s.s
studs including punched (laser cut) lettering carried out on s.s plate of
required size and text as directed by Engineer over the S.S plate etc
24 Providing and fixing in position collapsible steel shutters with vertical 9.00 Quinta 6221.19
channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size l
with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia, steel
pulleys complete with bolts, nuts, locking arrangements, stoppers handles
including applying a priming coat of red lead paint.
25 Providing & fixing of reinforcement bars ( reiforcement bars shall be paid 220.00 No. 218.16
extra under relevant item of work ) after drilling the hole of required
diameter & depth ,cleanning of the same ,providing /fiIIing the hole with
Injection Mortar (HIT HY 150 of Hilti or pproved equivalant ),inserting
reinforcement bar etc. complete dSper Manufacturers & architects
instruction.The work shall be carried out by the technical workmens/agency
approved by the manufacturer and under technical supervision of
Manufacturer of Injection grout including all materiaIs,tooI tackles ,labour
etc.complete. (a) 10/12 mm. dia.bar -Holes 14mm/16mm dia Depth 300 mm
26 Demolition of Brick work and stone masonry including stacking of 10.00 Cu.mt 576.30
serviceable materilas and disposal of unserviceable materials with all lead
and lift.(ii) In Cement Mortar.
27 Dismentling doors, windows, ventilators etc. (wood or steel) shutters 3.00 Each 263.35
including chowkhats architraves, holdfasts and other attachment etc.
complete and stacking them within all lead and lift.(ii) Exceeding 3 Sq.M. in
28 Demolition including stacking of serviceable materilas and disposal of 5.00 Cu.mt 1108.12
unserviceable materials with all lead and lift. (i) R.C.C. work
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
29 Supplying, Erecting, Testing & Commissioning the passenger / stretcher lift 1.00 Nos #########
having following main features: [1] GEAR LESS LIFT DRIVE (MRL)
comprising of High Starting torque Lift 3 phase 440 V A. C. Permanent
Magnet Synchronous motor of proper rating with high efficiency shall be
used. [2] Micro processor based / PLC, ACVVVF, vector control drive with
encoder feedback closed loop system shall be used for lift car and door
operation which shall be full collective selective operation hall call demand
response, UP/DOWN hall stops, Main, Up/ Down Contactor with overload
and phase reversal relay and safety controls. [3] Car with M S platform with
bracings of adequate size and to sustain the impact load cabin + passenger
with safety factor of fire for steel and side panels of Stainless steel of sheet
of grade 304 duty. Car ceiling will be S.S. finishes with aesthetic
appearance with LED ceiling lights. Car flooring shall be of s/s 304 chaker
plate design sugeested of engineer in charge. of engineer in charge. Car
doors shall be of stainless steel grade 304, hairline finish with centre
opening / telescopic automatic doors. Car panel will also be S.S.
finished with emergency stop device, mechanical door safety device, facility
of auto/ attended mode.
All car panel buttons and all floor switches must be with brail language as
[4] All landing doors must be fire rated for 2 hour shall be fully automatic
centre opening/ telescopic opening made of hairline finish steel grade of
304 with key holes and infrared curtains with Unlocking facility from outside
[5] Appropriate battery operated emergency light in the car along with alarm
switch shall be provided. Also, Emergency Light & Fan should start
immediately without any Time Delay as soon as power fails.
[6] Digital scrolling indicator system for up-down arrow along with floor
position indicator shall be provided inside the car and at all floors.
[7] Full height infra red curtain with multiple cross / crossing light beams
shall be provided.
[8] Automatic Rescue Device (ARD) shall be provided accordingly of
passenger capacity with Manual Rescue Operation (Manual Cranking
[9] Audio visual indication in the lift car showing over loading shall be
provided such that doors kept open till excess load is removed.
[10] Spring buffers/PU Buffers shall be provided.
[11] Car fan as per passenger capacity with automatic sleep timer shall be
[12] Voice annunciator with suitable music shall be provided in lift car.
[13] Self diagnostics system for operational and safety parameters shall be
provided in control panel.
[14] Mechanical over speed governor with governor calibration as per
actual site parameters and submission of calibration certificate submission,
door key holes in the floor doors, fireman switch shall be provided.
[15] Lift machine hoisting arrangement in the lift machine room and monkey
ladder for lift pit should be provided by the lift agency, along with the other
steel structure works, foundations for the machine etc.
[16] In the hoist way fascia plate shall be provided without any extra cost,
where ever required as / if directed by engineer in charge.
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
[17] Permanent wiring with necessary safety devices like RCCB in all
circuit, Over Voltage Under Voltage protection and THD eliminator in circuit
for lift machine room and lift well with proper numbers of light points, with
fixtures, exhaust fan, plug points and appropriate rating 3-ph Servo
controlled voltage Stabilizer shall be provided by the agency. Only 3 phase
Power Supply shall be made available by department in lift machine room.
Necessary Earthing as per Lift Act/Rules shall be arranged by Lift Agency.
[18] Any civil/ electrical works for additional and alteration in lift shaft and
machine room related to erection of lift shall be made by lift agency without
any extra cost. (granite/marble fixing around all landing door openings are
not in lift agency’s scope.)
[19] Agency has to provide all working drawings and documents and liaison
services for obtaining all necessary permission from lift inspector and other
[20] acrylic transparent licence/display A4 size holder in lift car
[20A] As per statutory requirement of Govt. Of Gujarat lift & escalator act
2000, lift agency has to provide
1. Car top safety barricade
2. Push & talk communication system.
3. Fireman's switch operation at Ground Floor.
4. carrying out third party lift inspection during after lift erection and
provide report by third party authorized by concern licensing authority
5.agency has to provide third party insurance upto completion of free
maintenance period and submit the document for the same.
[21] Car Panel Operating Buttons with floor position indicator/buttons must
be of Auto Glow type clearly visible when view from inside cabin.
[22] For Physically Handicapped person Full Length Handrails of hairline
finish steel grade of 304 should be provided at appropriate height on the
Rear & Side Wall Panels in Lift Car.
[23] With Necessary KVA rating voltage controlled Stabilizer suitable for
your controller, drive and all equipments of lift.
[24] Necessary rating of DP Elcb and FP Elcb required for lift is in scope of
work which rating is sugested by CEICED Department (electrical Inspector)
(B) SPECIAL FEATURES DESCRIPTION OF LIFTS for PREMIUM
1. Advanced control system dual 64 bit embedded microprocessor with
CANBUS Serial Communication mode including Regenerative power
efficient operation,on site programming facility, Anti nuisance, Pte-opening,
BMS/RMS with necessary online real time monitoring system having
necessary connectivity for remote monitoring & other suitable supporting
hardware & software devices to fulfil the purpose.
2. Floor Indication LCD Display with call registration & brail mark with arrival
gong and hall lantern & TFT Screen in the car with MP3 Voice Announcer.
3. CAR Panel should be Scratch resistive SS Moonrock finish / Hair Line /
Honeycomb for car and all Doors, All landing doors must have fire rating
up to 2 hours and car door must have multi-level crisscross beam door
4. To & fro communication system & wiring (i.e. car, control room & guard
room ) and Each elevator are equipped with remote monitoring
system.agency has to provide mobile app and user id and password for
8 / 10 Passengers, Ground plus 1 upper floor with Rated Speed of
m/sec., (C) With General PLUS ADDITIONAL SPECIAL FEATURES
attached herewith. Prem. Cat. [13-1-Q] [Make: - OTIS, Schindler, TK
Elevator, KONE, Mitsubishi]
30 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand 20.00 mtr. 183.82
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 1/2 core 25 Sq.
mm ( 16 Sq. mm 1/2 core) [4-3-3]
It. Item of Work Qty. Unit Rate in Total
No. Figures Amount
31 Providing and erecting Approved make Four pole moulded case circuit 1.00 Nos 6173.12
breaker 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, Cat III [3-4-1]
32 Providing and erecting Approved make Four pole moulded case circuit 1.00 Nos 6790.43
breaker 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, Cat III [Add Rs. 10% extra for housing/Encloser of
33 Providing and, fixing heavy duty flange type brass double compression type 2.00 Nos 66.66
cable gland with rubber ring for PVC insulated armoured cable complete
with out going tails, insulating tape etc for following size of cables. (A) 3 &
34 Solder less crimping type Aluminium lugs conforming to IS suitable for 8.00 Nos 15.15
cable of 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. [4-7-1]
Rs. Twenty Six Lakh Nine Thousand One Hundred Eighty and Sixty Six Paisa Only.
I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written
in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for
which no extra payment shall be made.
2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3. GST and Income tax TDS will be deducted at a source while making payments of bills.
4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement
Consumption/16/C, Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix
design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input
rate mentioned in all the tender.
5. The Contractor will have to submit the mix design for different grades of cement concrete at his own cost before
execution as directed and to be approved from the Engineer in charge.
6. Dismantalled materials of amount of Rs. 0.00 must be recovered from 1st R.A. bill of Contractor's.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division, Dahod (R & B) Division,
Dahod Dahod Dahod
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SPECIFICATION INDEX.pdf
Technical Specifications.pdf
GRs.pdf
E Tender Notice - Lift Well - 2nd.pdf
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