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Tender Value
₹4.3 L
EMD Value
₹4,300
Closing Date
21 Apr 2026, 6:00 pmClosed
Deputy Municipal Commissioner Gandhidham Municipal Corporation
Construction of Rainbasera in Sarvajanik Area near Rameshwar mahadev tample rambagh Headwater works,Gandhidham(2nd attempt)
292001
2025-26
Open
Civil Works - Others
Kutch
3 documents required · 3 mandatory
₹600
Municipal Commissioner, GANDHIDHAM Municipal Corporation
₹4,300
31 Mar 2026
31 Mar 2026
31 Mar 2026
21 Apr 2026
31 Mar 2026
Name of work:- Construction of Rainbasera in Sarvajanik Area near Rameshwar mahadev tample rambagh Headwater works , Gandhidham.
Quantities Estimated Rates
Item estimated but In Figure
Item of work Unit According to
No. may be more or In Figure With
Estimated Quantities
[1] 4.060 Excavation for foundation up to 1.5 Meter depth including sorting out and stacking of 121.72 122.94 Cum
useful materials and disposing of excavated stuff up to 50 Meter lead (a) For Loose or Soft
[2] 4.560 Excavation for foundation up to 1.5 Meter depth including sorting out and stacking of 155.77 157.33 Cum
useful materials and disposing of excavated stuff up to 50 Meter lead
(b) Dense or hard soil
[3] 4.560 Excavation for foundation upto 1.5 m depth including sorting out and stacking of 264.44 267.08 Cum
useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Hard
[4] 1.010 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful 621.26 627.47 Cum
materials and disposing off the excavated stuff upto 50 Meter lead.(D) Soft rock not
requiring Blasting
[5] 6.180 Filling available excavated earth (excluding rock) in trenches. plinth, sides of 135.56 136.92 Cum
foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited
layer by ramming and watering.
[6] 14.160 Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness 267.08 269.75 Cum
including watering, ramming and consolidating etc. complete
[7] 2.960 Providing and laying cement concrete 1:3:6 (1 Cement : 3- coarse sand :6- crushed stone 3219.00 3251.19 Cum
aggregate 40 mm. Nominal size) and curing complete excluding cost of form work in :(a)
Foundation and plinth
[8] 5.790 Providing and laying controlled cement concrete M.250 and curing complete including 4385.00 4428.85 Cum
the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations,
footings, Base of columns and Mass concrete. (upto 10 ton)
RCC Column Footin
[9] 0.800 Providing laying Controlled cement concrete M-200 and curing complete including the 6058.00 6118.58 Cum
cost of form work and excluding cost of reinforcement for reinforced concrete work in :
RCC Lintels Ground Floor
[10] 3.640 Providing and laying controlled cement concrete M.200 and curing complete including 6118.44 6179.62 Cum
the cost of formwork and reinforcement for reinforced concrete work in (C)
Slabs,landing,shelves,Balconies Lintels, Beams, Girders and Cantilever upto floor two
[11] 3.450 Providing laying Controlled cement concrete M-200 and curing complete including the 6376.00 6439.76 Cum
cost of form work and excluding cost of reinforcement for reinforced concrete work in : RCC
Slabs & Landings Ground Floor
[12] 1.100 Providing laying controlled cement concrete M-200 and curing complete including the 6682.00 6748.82 Cum
cost of form work and excluding cost of reinforcement for reinforced concrete work in : RCC
Chhajja/Sill Ground Floor
[13] 1390.800 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, 76.52 77.29 Kg.
binding, and placing in position complete upto floor two level. Ground Floor
[14] 2.700 Providing and laying controlled cement concrete M.200 and curing complete including 7516.00 7591.16 Cum
the cost of formwork and reinforcement for reinforced concrete work in (D) Columns,
Pillars posts and struts upto floor two level. (upto 10 ton)
[15] 0.360 Brick work using common burnt clay building bricks having crushing strength not less 4203.06 4245.09 Cum
than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine
sand)(B) Conventional
[16] 16.620 Brick work using common burnt clay building bricks having crushing strength not less 4481.99 4526.81 Cum
than 35 kg./Sq.Cm. in superstructure above plinth level upto floor two level in Cement
Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional
[17] 57.300 Providing 15 mm thick cement plaster in single coat on fair side Brick/concrete walls for 209.72 211.82 Sqm
interior plastering up to floor two level and finished even and smooth in & Extra over
items for finishing with a floating coat of neat cement slurry. (ii) Cement mortar 1:4 (
cement : 4 sand) Ground Floor
[18] 32.160 Providing 10 mm thick cement plaster in single coat on ceiling and soffit of stair for 171.17 172.88 Sqm
interior plastering up to floor two level and finished even and smooth in & Extra over
items for finishing with a floating coat of neat cement slurry for plastering on ceiling and
soffits of stairs up to floor two level instead of plastering on walls. (ii) Cement mortar 1:4 (
1 cement : 4 sand) Ground Floor
[19] 93.020 20 mm thick sand faced cement plaster on walls upto height 10 meters above ground level 312.56 315.69 Sqm
consisting of 12 mm thick backing coat of c.m. 1:3 (1:cement - 3:sand) and 8 mm thick
finishing coat of c.m. 1:1 (1:cement - 1:sand) etc. complete
[20] 2.730 Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo 1132.82 1144.15 Sqm
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. (upto 10 ton)
[21] 22.750 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps 1109.27 1120.36 Sqm
and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3 coarse sand )
finishing with flush pointing in white cement.
[22] 1.900 Providing and laying white glazed tiles of 6 mm thick in skirting of steps and dado on 10 1116.32 1127.48 Sqm
mm thick cement plaster 1:3 (1:Cement - 3-Coarse Sand) and jointed with white cement
[23] 2.100 Provoding and fixing flush door shutters, solid core construction with frame of first class 1811.62 1829.74 Sqm
hardwood with cross board and face veneer or plywood face panels, including anodised
alluminium butt hinges with necessary screws. (B) Non-decorative typ and block board
core anodised alluminium butt hinges in flush door shutters (2) 35 mm thick.
Quantities Estimated Rates
Item estimated but In Figure
Item of work Unit According to
No. may be more or In Figure With
Estimated Quantities
[24] 7.200 Providing and fixing standared extruded of alluminium section of size 63.50 x 38.10 x 1278.03 1290.81 Sqm
1.95 mm @ Wt 1.094Kg / Rmt with colour anodized alluminium frame with 5 mm thick
transparent bronze colour tinted float glass with colour anodized alluminium frame for
ventilation with 5 mm thick frosted glass as details etc complete for.window
[25] 89.460 Applying two coats of Birla or Asian acrylic lapy ( putty) & two coats of primer of approved 40.19 40.59 Sqm
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.
[26] 57.300 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture 83.53 84.37 Sqm
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.
[27] 32.160 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture 89.00 89.89 Sqm
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.
for ceiling and Soffit
[28] 93.020 Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to 119.07 120.26 Sqm
give an required shape even shade after thoroughly brushing the surface to remove all
dirt, and remains of loose powdered materials.etc complete
[29] 6.000 Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earth wire of 1.5 sq. 326.00 329.26 Pt
mm (green) both are of ISI marked 1.1 kv grade FRLS PVC insulated multi strand copper
wires upto max length of 10 mt, in below type of pipe erected with 6A Tissino Type ISI
marked flush type switch / bell push and accessories erected on Metal / PVC/Wooden
Box covered with 3 mm thick PC(Polycarbonate) /Acrylic/Laminated sheet. with necessary
Lamp holder/ceiling rose / H.D.Connector as directed. (a) with medium class Rigid PVC
pipe and accessories erected flushed on wall/ceiling complete
[30] 1.000 [III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu. Wire with 2.5 sq.mm ( green) 782.00 789.82 Pt
earthing wire from mcb d b board.(a) with medium class Rigid PVC pipe and accessories
erected flushed on wall/ceiling complete, CAT-III
[31] 2.000 Providing and erecting Approved make Ceiling fan with double ball bearing ISI mark with 1581.00 1596.81 Pt
condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy erected on existing hook
or clamp with earthing. [Make shall be approved by Engineer in charge]
[32] 4.000 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt 293.00 295.93 Each
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 0.95, 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 (iii) 18-
20 Watts, Surge - 2KV,IP-20, conventional 4 feet Cat-lll
I / We am/are willing to carry out the work at % above / below (in figure) percent above / below (in words) the estimated rates
mentioned above amount of my/our tender works out as under :-
Estimated amount put to Tender
Deduct _______% Below
Rupees in Words
Estimated amount put to Tender
Add _______% above
Rupees in Words
I/We hereby declare that I/We have visited the site and fully acquianted self / ourselves with the local situation regarding materials,
I/We hereby declare that I/We have carefully studied the conditions of contract, detailed technical specifications and other tender documents
Dated Signature CITY ENGINEER
the Contractor. GANDHIDHAM MUNICIPAL CORPORATION
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details.html
RAW_HTML
04. GR ALL.pdf
05. GR ARC.pdf
06. BUILDING SPECIFICATIONS.pdf
07. TEST REQUIRE FOR CONSTRUCTION MATERIAL.pdf
08. Self Declaration Format.pdf
09. Non-Blacklisted Format.pdf
10. SD EMD GR 25-26.pdf
01. SBD.pdf
02. SCHEDULE B.pdf
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