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Tender Value
₹35.5 L
EMD Value
₹36,000
Closing Date
6 Jul 2026, 6:00 pm
Similar tender results from the same govt authority in the past 3 years.
Office Of The Executive Engineer, C.P. No.4, Block No.3, E-2 Wing, 5th Floor, Karmyogi Bhavan, Sector-10/A , Gandhinagar.
Construction of New Pickleball Court in Gymkhana, Sector - 21 at Gandhinagar.
316112
7 Of 2026-27
Open
Civil - All
Gandhinagar
6 documents required · 6 mandatory
₹1,500
Executive Engineer, Capital Project Div. No.4, Gandhinagar
₹36,000
20 Jun 2026
20 Jun 2026
20 Jun 2026
6 Jul 2026
20 Jun 2026
No figures
Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the 265.00 Cmt 123.13
excavated stuff upto 50 Meter lead.(A) Loose or soft soil
Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 54.00 Cmt 136.92
cm. in depth consolidating each disposited layer by ramming and watering.
Providing & laying 150 mm thick compacted granular coarse sand including spreading, watering and consolidation etc. 60.00 Cmt 1222.61
Providing and laying, spreading and compacting B.T.M.C. stone aggregates of 63mm to 40mm size to W.B.M.150mm 80.00 Cmt 2650.95
thick including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones to proper grade and
4 camber, applying and brooming requisite type of screening / binding / filler materials to fill up the interstices of coarse
aggregate, watering and compacting to the required density. Grading - II using screening type - A (13.2mm Agg.) etc.
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) 71.00 Cmt 3758.19
and curing complete excluding cost of formwork in Foundation, Plinth and upto two floors.
Providing and laying cement concrete 1:1.5:3 (1- Cement : 1.5- Coarse sand : 3- graded stone aggregates 20 mm nominal 61.00 Cmt 4542.67
size) and curing complete excluding cost of formwork in Foundation, Plinth and upto two floors.
Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation 66.00 Cmt 4244.85
and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior 321.00 Smt 185.41
plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)
Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even 590.00 Smt 120.26
shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete
Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all type sections, in framed 4000.00 Kg 131.83
10 work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as
per the structural designs and directions of Engineer in charge.
Painting two coats (including priming coat) on new steel and other metal surface with enamel paint, brushing interior to 227.00 Smt 128.62
give an even shade including cleaning the surface of all dirt, dust and other foreign matter.
Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete 4000.00 Kg 77.29
upto floor two level
Providing and applying multi-layer acrylic sports surface system over existing finished, cured and approved concrete base 400.00 Smt 1433.99
for pickleball court, including thorough surface preparation by mechanical cleaning, grinding, removal of loose particles
and dust, and crack filling with approved acrylic filler; applying acrylic primer for proper bonding, followed by one coat of
acrylic resurfacer, two coats of acrylic cushion layer, and two coats of acrylic colour layer with anti-skid finish; and
marking of standard pickleball court lines using approved acrylic/PU paint of 50 mm width, including baseline, sidelines,
centerline, service areas and boundary lines, complete in all respects as per manufacturer’s specifications and relevant
Indian sports infrastructure guidelines such as Sports Authority of India norms, and to the satisfaction of Engineer-in-
Item Rate In
Description of Item Quantity Unit Amount
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Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 80.00 Rmt 374.92
14 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and
level,filling the joint with C:M 1:3 (1 cement:3 fine sand) etc complete.
Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and 50.00 Smt 367.72
laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per Smt area,
thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform
and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking
should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min
mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time
reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro
reflectivity should be two years.
Providing, supplying and installing complete pickleball net system conforming to standard dimensions, comprising net, 2.00 No 19163.59
posts and all necessary accessories, the net being 6.71 mt long with 0.91 mt height at sidelines and 0.86 mt at center,
made of UV-stabilized polyethylene (PE) or braided nylon with 50 mm wide reinforced headband and supported on
galvanized steel cable/rope; the posts made of minimum 75 mm dia MS/GI pipe with powder coating or hot-dip
galvanizing, fixed rigidly in CC foundation blocks of adequate size, including center strap with adjustable tension
arrangement, hooks, ties and all fixtures for proper alignment and tensioning, complete in all respects as per
manufacturer’s specifications and relevant Indian sports infrastructure guidelines such as Sports Authority of India
norms, and to the satisfaction of Engineer-in-Charge.
Providing and fixing peripheral chain-link fencing around pickleball court of required height (generally 2.4 mt), using GI 240.00 Smt 1724.83
coated chain-link mesh of 50–75 mm aperture made from 8/10 gauge wire, fixed to MS/GI tubular posts of minimum
65–80 mm diameter placed at about 3.0 m c/c, including struts, stays and necessary bracing, all posts embedded in CC
17 foundation blocks of suitable size, complete with top, middle and bottom tension wires or rails, clamps, nuts, bolts and
binding wire, finished with galvanizing or approved paint/coating for corrosion resistance, including all materials, labour,
tools and tackles, complete in all respects as per relevant Indian standards and to the satisfaction of Engineer-in-Charge.
Replacing old & u/s Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Aluminium conductor for 130.00 Mtr. 490.86
18 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables (E) 3 1/2 core
Sq. mm ( 50 Sq. mm 1/2 core) .
Replacing old by Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand / Solid Aluminium 57.00 Mtr. 126.25
19 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. new 25 old
Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault all over the run and back 192.00 Mtr. 55.55
filling the same and making the surface as normal ground.
Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or 5.00 Mtr. 74.74
locating the fault all over the run and back filling the same and making the surface as normal ground.
Providing and, fixing heavy duty flange type brass double compression type cable gland with rubber ring for PVC 2.00 Ea. 131.30
22 insulated armoured cable complete with out going tails, insulating tape etc for following size of cables.(D) 3 & 1/2 core
Sq. mm .new (D) 3 & 1/2 core 95 Sq. mm
Providing and, fixing heavy duty flange type brass double compression type cable gland with rubber ring for PVC 2.00 Ea. 190.89
23 insulated armoured cable complete with out going tails, insulating tape etc for following size of cables.(D) 3 & 1/2 core
Sq. mm .new (F) 3 & 1/2 core 150 Sq. mm
Item Rate In
Description of Item Quantity Unit Amount
No figures
Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable 2.00 Ea. 38.38
complete with out going tails, insulating tape etc for following size of cables.(B) 2 to 4 core 6 Sq. mm new
Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high 48.00 Ea. 6.06
25 pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. New (A)
Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high 2.00 Ea. 20.20
26 pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. New (D)
Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high 1.00 Ea. 25.25
27 pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. New (E)
Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high 6.00 Ea. 40.40
28 pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. New (F)
Solder less crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high 3.00 Ea. 61.61
29 pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. New (H)
Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II 65.00 Mtr. 62.62
30 )with necessary connecting accessories of same material at required depth in existing trench for laying of cable. below
ground / road surface for enclosing cable (A)50 mm outer dia new
Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II 130.00 Mtr. 137.36
31 )with necessary connecting accessories of same material at required depth in existing trench for laying of cable. below
ground / road surface for enclosing cable (D)120 mm outer dia. New
providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on 240 V A.C. system and 8.00 Ea. 112.11
32 having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark Cat.III . New.
Supplying and erecting approved make Conical Pole (Standard ) Made from HR sheet steel. The pole should be made as 2.00 Ea. 23162.33
per IS. and shall be coated with hot dip galvanizing as per IS 2629/2633/4759 with required base plate and integral
Junction box consist of terminal plate of min 6mm Hylam sheet, standard profile 35mmX7.5mm Din-Rail for MCB
Mounting, stud type terminal and arrangement for cable terminationas erected on suitable foundation (included) with
necessary GI nut-bolts/J-Bolts. as per details given by manufacturer considering site requirement.The length of poles are
as below.(J) 12 Mtr. Long 70mm Top X250 mm bottom dia, 3mm thickness. new.
Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage of 3 Watt and above 8.00 Ea. 5599.44
assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing
with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses, with
toughened glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than 0.95, THD <
34 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(
fittings required LM-79 & LM-80 certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED
protection -4KV integral and ,Light must have 440VAC line supply with over-voltage protection. (ii) above 48 to 60 Watts
Cat-lll .new.
Item Rate In
Description of Item Quantity Unit Amount
No figures
Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade ISI marked copper wires of following 60.00 Mtr. 46.46
size to be erected as directed. (e) 1.50 Sq.mm 3 core round PVC sheathed .New
Providing and erecting Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with coupling and 4.00 Ea. 368.65
buch buried in specially prepared earth pit complete with necessary 8 SWG earth wire. New
37 For using salt and charcoal / coke as required for pipe type earthing. New. 4.00 Ea. 171.70
Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode consisting Pipe-in- 1.00 Ea. 4591.46
Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having
80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm
with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following
type of applications with chamber and heavy duty cover. (A)(approved make OEM has to submit test certificate including
value of earth resistance of installation duly stamped and signed by agency and officer Incharge has to ensure the value of
38 earthing resistane mentioned in test Certificate) & having back filling compound of (B) Inner chemical (CCM Compound)-
Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar
content:- <2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long time Necessary
test report must be submitted by Agency. a) For Electrical Installation up to 440V in normal soil
Length of pipe - 1 Mtr
Back filling compound - 1 Nos Bag of 15 Kg. new.
Providing , erecting , fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. 100.00 Kg. 77.77
angles,square,round, flats, bars, channels, sections complete with cutting, welding, grinding & finishing duly painted with
one coat of red oxide with erection on site as per direction of engineer in charge with necessary grouting, cementing,
plastering & finishing complete. new.
Item Rate In
Description of Item Quantity Unit Amount
No figures
Replacing old & u/s by Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out 2.00 Ea. 476.72
approx. 2mm thick box complete with Bakelite connector strip 5way(3P+N+E),DIN rail for mounting mob & hinged doors
as per requirement having locking arrangements with mounting clamp with nuts, bolts & washers suitable for erection on
pole with cable clamps& earth bolt of following size of box.(C)150mm x 125mm x 100mm [deep]
Supplying & erecting IP 55 grade following size section pillar fabricated from joint less M.S. Sheet with angle iron legs 1.00 Ea. 16691.26
made from jointless M.S. Angle with cable clamps to be buried in ground to have appropriate erection to work uniform
until erected with cement concrete foundation and 45 cm high bricks work finishing with plaster etc. hinged double door
internally supported on both side, with internal and outside looking arrangement with look and keys in duplicate 35 x
41 x 5 mm M.S. Angle of Two Nos. one is welded and other with nut and bolt for erecting Bakelite sheet. Painting the Section
Pillar inside and out side with three tank powder coated paint. section pillar roof should be without joint with water
leakage proof & tested as per IP 55 test & followed by IS 2147 of 1962 (A) 150 X 90 X 75 cm section pillar fabricated from
14 Gauge MS Sheet with angle iron legs 95 cm long made from 40 X 40 X 6 mm thick MS angle.
Supplying and erecting HYLAM sheet on existing angle iron frame.for following thickness (F) 12mm 1.00 sq.mtr 2311.89
Replacing old & u/s by Providing and erecting Approved make Four pole moulded case circuit breaker having breaking 1.00 Ea. 20946.39
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. ICS=100% of ICU only Cat II
Replacing old & u/s by Providing and erecting Approved make Four pole moulded case circuit breaker having breaking 3.00 Ea. 6173.12
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
Replacing old & u/s Providing and erecting four pole Miniature isolator A.C. 22 duty confirms to IS 13947-3 in existing 4.00 Ea. 488.84
box.(a) for 40 Amp. Cat.III
Replacing old & u/s by Supplying and erecting approved make Segment time switch suitable for 230V+10%16A. floating 10.00 Ea. 2226.04
contacts with 24 hour dial having15/30 min. segments with early manual override switching for on & off without
46 influencing the program sequence with quartz time switch With power reserve, housed in fire proof thermoplastic
enclosure & transparent cover terminal covers erected as required wire necessary connection erected as directed.
Replacing old & u/s by Providing and erecting AC-3 duty 3 pole power contactor with 2 NO & 2 NC aux contacts complete 10.00 Ea. 3253.21
with 415V/220V operating coil suitable for (L&T, BCH,T.C., Siemens, C&S make).(A) for 25 / 32 A rating
Total Rs.
I/We am/are willing to carry out the work at………………….% 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
In words In words
Item Rate In
Description of Item Quantity Unit Amount
No figures
1 The Credit Value of Dismentalled Materials of Amount Rs. 107512.00 shall be recovered from the 1st Running Bill of the Contractor.
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.
3 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
4 Income tax TDS will be deducted at a source while making payments of bills
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
5 the rate of input rate mentioned in all the tender.
Deputy Executive Engineer Executive Engineer
Capital Project Sub Division: 17 Capital Project Division:
Gandhinagar Gandhinagar
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