Augmentation of Gulbai Tekra Water Distribution Station in Navrangpura Ward, West Zone of AMC (Phase-II)

(4) Date of e-Tender (Technical Bid) Opening : Dt. 09/03/2026 at 11.00 hours

Municipal Commissioner Multi Media Consultants Pvt. Ltd.

Ahmedabad Municipal Corporation 401, Shivalik Shilp,

Sardar Patel Bhavan Iskcon Cross Roads, S. G. Highway,

Ahmedabad – 380 001 Ahmedabad - 380

Gujarat (INDIA) Phone : (079)- 40399079 /

e-mail : [email protected],

website : mmcpl.co.in

Augmentation of Gulbai Tekra Water Distribution Station

in Navrangpura Ward, West Zone of AMC (Phase-II)

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 81,550/-

Date of Opening of Tender :

Quoted Price in Rs. 81,54,988/-

I / We am / are willing to carry out work at _____________________ % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. ________________ (in figures)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________

Total Rs. __________ Net Rs. ___________

Signature of Contractor Additonal City Engineer(Water Project)

Name : Ahmedabad Municipal Corporation

Company's Seal :

Augmentation of Gulbai Tekra Water Distribution Station

in Navrangpura Ward, West Zone of AMC (Phase-II)

Sr. No. Name of Work Amount in Rs.

1 Renovation of WDS at Gulbai Tekra

2 Transportation & laying interconnecting pipe of 450 &

900 mm dia. at Gulbai Tekra WDS

Signature of Contractor Addl. City Engineer (Water Project)

Name : Ahmedabad Municipal Corporation

Company’s seal :

SCHEDULE OF QUANTITIES AND RATES

RENOVATION OF WDS AT GULBAI TEKRA

Sr. No. Items Qty. Unit Estimated Amount in Rs.

Demolition Work -

1 Demolition and disposal of unserviceable materials 20.00 m 3 603.23

with all lead and lift.(i) Lime concrete.

2 Demolition including stacking of serviceable 180.00 m3 1047.38

materilas and disposal of unserviceable materials

with all lead and lift. (i) R.C.C. work

3 Demolition of Brick work and stone masonry including stacking of 20.00 m3 544.95

serviceable materilas and disposal of unserviceable materials with all

lead and lift.(ii) In Cement Mortar.

4 Dismentling steel work including distempering and 505.50 Kg. 3.63

stacking the materials with all lead and lift.

5 Fixing of Rebar on concrete structure for connection with new structure -

using Hilti/Fischer or equivalent technology including all labour,tools &

tackels temporary arrangement, saftey measures etc. complete .

12 mm Dia. Bar 190.00 Nos. 274.00

16 mm dia. Bar 190.00 Nos. 493.00

10 mm dia. Bar 1110.00 Nos. 192.00

6 Excavation for foundation with shoring and strutting if required as per -

required gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the

site etc. complete for all lifts and strata as specified.

7 Filling with available excavated earth (excluding rock) in trenches, 100.00 m3 129.10

plinth, sides of foundation in layers not exceeding 20 cm in depth

consolidating each deposited layer by ramming and watering.

8 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to 5.00 m3 4906.00

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS456

2000 in masses by weigh batching ) using granite, quartzite trap metal of

size 6 mm to 20 mm for RCC work, including scaffolding centering,

form work, needle vibrated consolidation, curing comp. (excluding

cost of reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for other than water

retaining. Footing (with form work)

9 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to 5.00 m3 4732.00

prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS456

2000 in masses by weigh batching ) using granite, quartzite trap metal of

size 6 mm to 20 mm for RCC work, including scaffolding centering,

form work, needle vibrated consolidation, curing comp. (excluding

cost of reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for other than water

retaining. Footing (without form work)

Sr. No. Items Qty. Unit Estimated Amount in Rs.

10 Providing and cast in situ C.C. in grade M-30 proportions of ingredients -

as per mix design by weigh batching using granite, quartzite trap metal of

size 12 mm to 20 mm and or 6 mm to 12 or 6 mm to 12 mm mm

including scaffolding centering formwork, needle vibrated consolidation,

curing and hydrulic testing etc. complete (excluding cost of

reinforcement) with centering & shuttering/ deshuttering etc. for all

water retaining structures.

a) R.C.C. Raft and footings 14.00 m3 8213.00

b) R.C.C. walls 20.00 m3 8083.00

c) R.C.C. staircase 11.00 m3 8395.00

e) Columns 61.00 m3 9317.00

f) Top Slab of Sump 65.00 m3 8213.00

11 Providing and cast in situ C.C. in grade M-25 proportions of ingredients -

as per mix design by weigh batching using granite, quartzite trap metal of

size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding

centering formwork, needle vibrated consolidation, curing and hydrulic

testing etc. complete (excluding cost of reinforcement) with centering &

shuttering/ deshuttering etc. for all water retaining structures.

a) R.C.C. beams, lintels and bracket for gantry or chain pully blocks, 4.00 m3 8347.00

plinth beams, tie beams, weather shed etc.

b) R.C.C. slabs and platform 5.00 m3 8077.00

c) R.C.C. columns 3.00 m3 9195.00

d) R.C.C. footings & Raft 5.00 m3 8077.00

e) Sump kerb, Staircase 5.00 m3 8266.00

f) R.C.C. vertical Walls 5.00 m3 7936.00

12 Supplying cutting, bending, binding and placing in position steel as per 32.00 MT 77504.00

plan and design and as per ISS 2502 including cost of steel and binding

wire for reservoirs/structures only including lift up to 6 meter height or

depth below G.L. for all diameters

Do - deformed (TMT) bars confirming to relevant IS Fe -

grade for all diameters.

13 Grouting with 1:3 cement, sand mortar for anchor bolt pockets, machine 2.00 m3 3842.00

bases, pipe sleeves, pockets holes, etc. including roughening and cleaning

of concrete surfaces, curing, etc. complete.

14 Supplying, cleaning, cutting, bending, welding, fabricating, erecting, 1000.00 Kg. 82.50

structural steel in position irrespictive of location and levels as per

drawings including handling and transport, etc. complete including

applying two (2) coats of primer red oxide and two (2) coats of approved

15 Providing and cast in situ C.C. in grade M-20( proportions as per mix -

design or as per table of IS456 2000 in masses by weigh batching) using

granite, quartzite trap metal of size 6 mm to 20 mm for RCC Work

including scaffolding centering formwork, needle vibrated consolidation,

curing complete up to 6 meter depth or height (excluding cost of

reinforcement and neat finishing) with centering and shuttering/

deshuttering etc. complete for structure other than water retaining.

b) R.C.C. footings & Raft (without form work) 6.00 m3 5292.00

Sr. No. Items Qty. Unit Estimated Amount in Rs.

16 Providing and applying 20 mm thick inside cement plaster with water 600.00 m2 202.00

proofing agent on inside of sump consisting of 12 mm thick backing coat

of CM 1:3 (1 cement : 3 sand) and 8 mm thick finishing coat of CM 1:1

(1 cement : 1 sand) etc. complete including necessary curing, scaffolding

required if any etc. complete.

17 Interior plain faced 15 mm thick cement plaster (1:3) with floating coat 720.00 m2 230.77

of neat cement slurry on Underneath of top of UG tank where specified

on drawings at all levels including scaffolding, curing, etc. complete.

This rate shall include moulding where specified. The rate shall include

2% approved quality water proofing compound (by weight) of cement.

18 Providing and applying 15 mm thick cement plaster in single coat on -

brick work with floating coat of net cement slurry for interior plastering

on wall & Ceiling upto finished even and smooth in Cement motar 1 :

(1 cement : 3 sand) including racking out joint curing, scaffolding

required if any, with necessary cement finishing etc. complete as

(ii) Ceiling 40.00 m2 247.13

19 20 mm thick sand faced cement plaster on walls upto height 10 metres 110.00 m2 297.68

above ground level consisting of 12mm 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 :

sand) etc. complete. (including around Pump house)

20 White washing with lime on wall surfaces (two coats) to give an even 49.00 m2 12.29

shade including thoroughly brooming the surface to remove all dirt, dust,

mortar drops and other foreign matter etc. complete.

21 Extra over above item for every subseqent coat of white washing with 69.00 m2 5.67

lime on wall surfaces

22 Finishing wall with weather proof exterior emulsion paint on wall surface 110.00 m2 113.40

(two coats) to give an required shape even shade after thoroughly

brushing the surface to removal dirt, and remains of loose powdered

materials.etc complete

23 Distempering (two coats) with oil bound distemper of approved brand 120.00 m2 76.08

and manufacture and or required shade on undecorated wall surface to

give an even shade, over and including a priming coat with distemper

primer of approved brand and manufacturer after thoroughly brushing the

surface free from mortar dropping and other foreign matter also including

preparing the surface even and sand papered smooth.

24 Applying two coats of Birla(white cement based) or Asian (acryliclapy 117.00 m2 40.19

putty) or equivalent & 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 matte rand sand papered smooth.

Sr. No. Items Qty. Unit Estimated Amount in Rs.

25 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse -

sand : 4 graded stone aggregate 20 mm nominal size) including water

proofing compound finishing with a floating of neat cement slurry etc.

complete laid in one layer finished including necessary curing at bottom

Average 50 mm thick 250.00 m2 348.08

26 Providing and fixing precast reinforced cement concrete trench covers, 1.00 m3 6504.00

hatch covers, etc. of Class M20 with 20 mm downgraded coarse

aggregate excluding reinforcement but including shuttering, vibrating,

curing, all handling, transporting etc. complete with water proofing

27 Providing & Fixing FRC Machinehole frame & cover medium duty 10.00 No. 1633.93

Chamber seat cover (FRC) cover 706 x556 x 50 mm rectangular cover

frame size 600 x 450 mm clear opening outer size 816 x 666 x 100 mm

(MD-10).Carting and Fixing Seat and Cover in line and level to match

existing road level in C.C. 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as directed. M.H. seat cover will be

supplied by A.M.C.(from any store)

28 Providing and fixing in position 150 mm diameter and 610 mm heigh CI 20.00 No. 2576.00

air ventilators including fixing of jali grating and cover and painting the

same. (wt. 40 Kg.)

29 Providing and fixing in position 6.0 m high aluminium water level 1.00 No. 11065.00

indicator made of 230 mm width and 4 mm thick aluminium sheet fixed

on angle 50 X 50 X 6 mm frame and bracing and fixing in concrete

base as per specification or as directed by Engineer-in-Charge

30 Providing 100 mm x 100 mm size vata in cement mortar (1:1) including 295.00 Rmt 23.45

smooth finish, curing, etc. complete.

31 Providing 100 mm x 100 mm size vata in cement concrete (1:2:4) 268.00 Rmt 31.50

including water proofing compounds, smooth finish, curing, etc.

complete for the internal side of the sump, pump house

32 Brick masonry in cement mortar (1:5) using common burnt clay building 20.00 m3 4283.91

bricks having crushing strength not less than 35kg/cm2 including

scaffolding,curing, etc. complete for walls, parapets, etc. at all levels.

33 Brick work using common burnt clay building bricks having crushing 15.00 m3 4011.66

strength not less than 35kg / Sq. C. M. in ramp, steps and Foundation &

Plinth in cement morter1:5 (1 cement : 5 coarse sand) including racking

out joints, curing, scaffolding required if any etc. complete, as directed.

34 Providing Half brick masonry in common burnt clay building bricks 10.00 m2 593.90

having crushing strength not less than 35 Kg/cm2 in C. M. 1:4 for

partition work including raking out joints, curing, scaffolding etc.

complete as directed for any height.

Sr. No. Items Qty. Unit Estimated Amount in Rs.

35 Providing & fixing in position aluminium fully panelled doors with 15 5.00 m2 3006.00

micron natural matt brush finish anodised as per over all size shown on

the drawings and aluminium sections of approved make conforming to

IS:733 and IS : 1285, made out of 102 mm x 45 mm x 1.90 mm thick

aluminium outer frame section weighing 1.640 Kg/m. and shutter

sections with bottom / lock rail 96 mm x 45 mm x 2.7 mm, top rail

mmx 45 mm x 2.70 mm weighing 1.38 Kg/m. Vertical styles 48 mm x

45 mm x 1.90 mm weighing 0.976 Kg/m. with rounded sides, fixed with

rawl plugs and screws or with fixing clips, or with expansion hold esters

including necessary filling up of gaps at Junctions, at top, bottom and

sides with required PVC/neoprene felt etc. and aluminium snap beading

for glazing / panelling, C. P. brass/stainless steel screws, including

standard anodised aluminium fittings and fixtures of approved make and

of adequate size and in adequate numbers, double action floor springs of

approved make for each shutter with standard pivot panels of 12 mm

thick pre-laminated three layer medium density, exterior grade particle

board (termite proof, water proof and fire proof) Grade 1, Type II

conforming to IS : 12823 bounded with phenol detailed drawings with all

lead and lifts.

36 Providing and fixing standared extruded of alluminimum section of size 11.00 m2 1163.92

63mm x 38.10mm x 1.2mm (Jindal Section : 2434, @ Wt. 0.643 Kg/mt.)

with colour powder coated alluminium frame for ventilation with 5 mm

thick frosted glass as details etc complete for Ventilation

37 Providing precast cement concrete jali or louvers 40 mm thick 1:2:4 mix 10.00 m2 640.20

(1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size)

reinforced with 1.6 mm dia. Mild steel wire including roughening,

cleaning, fixing and finishing in CM 1:3 and curing, painting complete

38 Kota stone in Jams and Sills of the window and ventilation and Door 20.00 m2 935.00

with one molding as directed by Engineer-in-charge.

39 Providing and fixing 40mm dia. GI pipe medium weight quality as 30.00 Rmt 1428.00

openable type with angle iron support at 1.5 m c/c using 75 x 75 x 10 mm

angles, 1 m long with three rows of pipes as railing including necessary

painting with two coats of approved quality oil paint over one coat of

approved primer including necessary welding, bolting required, if any.

40 Painting two coats including priming coat on new steel & other metal 50.00 m2 121.28

surfaces with enamel paint, brushing, interior to give an even shade

including cleaning the surface of all dirt, dust, other foreign matter.

41 Providing and fixing water tight construction or expansion joints 150 101.00 Rmt. 330.00

mm. dia. Wide thin ribbed PVC.

42 Providing and laying Trimix with dewatering machine and floater 439.00 m2 48.21

machine on constructed RCC work including cost of machine and labour

etc. compact directed .

Sr. No. Items Qty. Unit Estimated Amount in Rs.

43 Providing and laying broken China Mosaic flooring for terrace using 12 15.00 m2 739.89

mm to 20 mm broken pieces of glazed tiles to be laid over Cement mortar

1:3 to plain or slope and to be tempered to bring mortar crème out upto

surface using white cement including rounding of junctions and

extending them upto 15 cm. along the wall, clearing with water and

oxalic acid etc. as directed.

44 Providing and laying chequered precast cement concrete tiles 22mm 30.00 m2 522.78

thick with aggegate of sizes upto 6mm in floors, treads of steps and

landings on 20mm thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M.

1:1.5(1-Lime putty : 1.5 coarse sand) joint with

neat cement slurry with pigments to match the

shade of the tiles.

45 Providing, Fabricating & fixing WDS name board of Size 3.00mX0.60 1.00 No. 10562.00

made from ISA 50X50X5 mm M.S angle with 3 Nos supports at back

side vertical member of angle size 1.1m ht incl 0.3 m hold fast inserted in

compound wall with necessary dismantling and fixing with cement

concrete. The rate shall also incl 16 g M.S sheet of size 3.00X0.60 mt

incl ACP Sheet with Printing letter with AMC logo as directed by EIC.

rate shall incl painting board with 2 coat of enamal paint over one coat of

anti-corrosive primer.

46 Providing, Fabricating & fixing caution board of size 1.50m x 0.60m 1.00 No. 5370.00

made from ISA 40 x 40 x 5 mm MS angle with 2 nos. supports at back

side vertical member of of angle size 1.10m height (inclu. 0.30m hold

fast inserted in compound wall with necessary dis-mantling and fixing

with cement concrete. The rate shall also include 14g MS sheet of size

1.50mt x 0.60mt including writing notice letters as directed by engineer

in charge the rate shall incude painting board with two coats of enamel

paint over one coat of anti-corrosive primer.

47 Providing and fixing glow sign board of size 3.00mt x 0.60 mt made from 1.00 No. 6485.00

ACP sheet with writing coloured reflected letters of WDS name board

with necessary clamp for hanging board at pump house etc. comp as

directed by Engineer incharge.

48 Providing and fixing 50 mm dia and 300 mm long PVC pipe/spout in 41.00 No. 16.00

RCC beams of U.G. Tank roof slab and RCC peripheral wall on slab top.

Rate shall include carting/cutting in required size and shape etc.

complete as directed.

49 Providing and fixing in position 60 cm wide MS ladder with angle of 75 5.00 Rmt 5808.00

x 75 x 6 mm as support and 50 x 50 x 5 mm angle as step at 200 mm c/c

including (both side) GI side railing with ISA 75 support including fixing

in cement concrete for any height including making holes in RCC walls if

any and making good the RCC wall / masonry wall after fixing work of

staircase etc. complete as directed including two coats of approved

quality oil paint directed including two coats of approved quality oil paint

over one coat of approved quality primer.

50 Extra Over Rate Item No 12 for TMT FE500 replaced over CRS TMT FE 12.00 MT 1073.00

500 in UG Sump Slab and Beam

Sr. No. Items Qty. Unit Estimated Amount in Rs.

51 Providing, Supplying and fixing ISI mark G.I pipes with coupling of -

following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. complete

a) 15 mm dia GI pipe sleeves 20.00 Rmt 107.00

b) 25 mm dia GI pipe sleeves 20.00 Rmt 193.00

c) 32 mm dia GI pipe sleeves 20.00 Rmt 249.00

d) 50 mm dia GI pipe sleeves 20.00 Rmt 387.00

e) 80 mm dia GI pipe sleeves 20.00 Rmt 625.00

f) 100 mm dia GI pipe sleeves 20.00 Rmt 898.00

g) 150 mm dia GI pipe sleeves (Medium duty) 20.00 Rmt 1404.00

52 Providing & fixing in position 40 mm dia. UGWTS valve controlling MS 1.00 Nos. 5387.00

rod for operation of valve including T-shape rod at Top 0.60 mt. length

fix at rod centre and extra top at bottom including 3 coats of bituminous

paint and making holes etc. completed with 1 mt. Above finish slab level

53 Manufacture,Supply & Delivery of Ductile Iron Flange socket spigot -

bends,tees,reducers,or any other specials ass per BS-EN-545/1995 Class-

Aseries K12 Suitable for use with DI pipes manufactured as per

IS:8392/1994 delivery of specials is to be made to Store or site of works

anywhere in gujarat including all taxes

loading,unloading,carting,stacking,insurance , inspection charges,octroi

etc. complete.Bends (Both side Flange ended)

a) Bends (Both side Flange ended) -

b)/I Puddle pipe with flanges at both ends -

b)/II Puddle pipe with one End flanges -

c) Ring flanges -

ii) Above 300 mm dia. 100.00 Kg. 158.00

d) Blank Flanges -

ii) Above 300 mm dia. 100.00 Kg. 158.00

54 Providing & Laying Rubble below raft foundation including carting to 225.00 m3 1250.00

the work site,rimming consolidating & dressing etc.complete as per

Engineer in charge.

55 Hiding & operating Mud pumps including cost of fuel and operator 1000.00 Hp/Hrs. 14.29

including the cost of transportation,laying of the delievery hoses as

required,lowering and lifting the pumps as and when required

etc.complete.Do as directed (No payment should be allowed for non

working condition of machinary)

Sr. No. Items Qty. Unit Estimated Amount in Rs.

56 Labour charges for collecting specials from Municipals store 8000.00 Kg. 21.43

loading, transportation, unloading to the sie, laying and fixing CI

specials inclusive of all jointing materials like lead, spun etc. and

labour, excavation re-filling and nece. Dewatering as per

instruction of engg. Incharge.

57 Drilling 40 mm dia Holes in machinary /Concrete structures with 307.00 Rmt 458.04

providing and fixing 500 mm long GI Pipeline for pressure grouting

including supply of material ,machinary and labour cost

Signature of Contractor Addl. City Engineer (Water Project)

Name : Ahmedabad Municipal Corporation

Company’s seal :

Schedule of Quantities and Rates

Transportation & laying interconnecting pipe of 450 & 900 mm dia. at Gulbai Tekra WDS

Sr. Items Qty. Unit Estimated Amount in

No. Rate in Rs. Rs.

1 Excavation for pipe line trenches etc. for all with shoring and

strutting if required as per required gradient and line including

safety provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc. complete

for all lifts and strata as specified. In all sort of soils and soft

3 Transporting from A.M.C. store and laying spigot & socket -

C.I./D.I. pipe line including jointing material with tyton joint.

Rate include excavation as per requirement in any soil,

refilling after laying pipe line, watering and temptation &

carting surplus earth up to any lead & clearing the site. All

joint shall be made water tight and leak free etc. comp.

5 Labours charges for collecting specials from Municipals store 417.00 Kg 21.43

loading , transportation, unloading to the site, laying and fixing

CI specials inclusive of all jointing materials like lead, spun

etc.and labour, exacavation re-filling and nece. dewatering as

per instrucation of engg. incharge.

7 Labour charges for collecting sluice valves /Scour Valve -

including loading, transporting From AMC's store lowering in

location to required with excavation refilling alignment by

crane/tripod and chain block including cost of total nos.of nut,

bolts, Necessary gaskets and excluding fixing Tail Piece with

lead & jute etc. completed as directed by engineer in charge

8 Providing and casting in situ C.C. in grade M-15 (approx. -

corresp. to prop. 1:2:4) (proportions as per mix design or as per

Table 9 of IS456 2000 in masses by weigh batching ) using

granite, quartzite trap metal of size 6 mm to 20 mm for RCC

work, including scaffolding centering, form work, needle

vibrated consolidation, curing comp. (excluding cost of

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for other than

water retaining. Footing (with form work)

Thrust block 3.00 m3 4906.00

Sr. Items Qty. Unit Estimated Amount in

No. Rate in Rs. Rs.

9 Providing and casting in situ C.C. in grade M-20 (proportions 15.00 m

as per mix design or as per table9 of IS456 2000 in masses by

weigh batching ) using granite, quartzite trap metal of size

mm to 20 mm for RCC work, including scaffolding centering,

formwork, needle vibrated consolidation, curing complete

(excluding cost of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc. complete for

structure other than water retaining (Below G.L) (Thrust block

10 Supplying cutting, bending, binding and placing in position 1.00 MT 77504.00

steel as per plan and design and as per ISS 2502 including cost

of steel and binding wire for reservoirs/structures only

including lift up to 6 meter height or depth below G.L. for all

Do - deformed (TMT) bars confirming to relevant IS Fe -

500 grade for all diameters.

11 Construction of chambers in RCC M30 with Ordinary Portland -

cement with TMT Fe-500 reinforcement, PCC150 mm thick in

M 15,15 mm thick inside cement plaster in C.M.1:3 and depth

of chamber from G.L. to pipe invert level including complete

civil works and inclusive of the cost of of excavation, refilling

and PVC foot steps including providing RCC Slab in one

single piece with fixing of FRC (heavy duty) manhole frame

and cover or RCC 25 Precast slab in parts with key hole etc.

a) Excavation -

RCC Wall 23.00 m3 8083.00

RC.C. Top Slab 3.00 m3 8213.00

RC.C. Base Slab 3.00 m3 8213.00

d) TMT Fe-500 Reinforcement 3.00 MT 77504.00

e) 15 mm thick Inside Cement Plaster in CM 1 : 3 109.00 m2 174.83

f) FRC Manhole (Heavy duty) 3.00 Nos. 2125.00

g) Refilling 61.00 m3 129.10

h) PVC steps 51.00 Nos. 87.00

i) Transporation 73.00 Rmt. 408.41

12 Fixing of Rebar on concrete structure for connection with new -

structure using Hilti/Fischer or equivalent technology

including all labour,tools & tackels temporary arrangement,

saftey measures etc. complete .

10 mm Dia. Bar 10.00 No. 192.00

12 mm Dia. Bar 10.00 No. 274.00

16 mm dia. Bar 10.00 No. 493.00

Signature of Contractor Addl. City Engineer (Water Project)

Name : Ahmedabad Municipal Corporation

Company’s seal :