CONSTRUCTION OF RAIN BASERA AT NEAR PADANA LAKE SARVAJANIK AREA, PADANA VILLAGE, GANDHIDHAM.

Name of work:- construction of rain basera at near padana lake sarvajanik area, padana village, gandhidham , 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

Rupees in Words

Estimated amount put to Tender

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