Civil work and repair/renovation work as per requirement in various schools run by the Nagar Primary Education Committee in Vatwa ward of South Zone. (A.R.C)

Name Of Work:- - Civil work and repair/renovation work as per

requirement in various schools run by the Nagar Primary Education

Committee in Vatwa ward of South Zone. (A.R.C)

AUTHORITY-- ENGINEER--

DY. MUNICIPAL COMMISSIONER (SOUTH ZONE) ADD. CITY ENGINEER (SOUTH-ZONE)

AHMEDABAD MUNICIPAL CORPORATION AHMEDABAD MUNICIPAL CORPORATION

SOUTH ZONE OFFICE SOUTH ZONE OFFICE

Dr SHYAMA PRASAD MUKHRJEE BHAVAN Dr SHYAMA PRASAD MUKHRJEE BHAVAN

OPP. MANINAGAR FIRE STATION, RAMBAG. OPP. MANINAGAR FIRE STATION, RAMBAG

AHMEDABAD – 380008 AHMEDABAD–

AHMEDABADMUNICIPALCORPORATION-SOUTHZONE

South zone office Building,Rambaug,Maninagar Ahmedabad

SZ-E-Tender NoticeNo–:18/2025-26

(1) Date of online Submission :-D t .10-02-26 To Dt.02-03-26 Upto18.00Hrs.

(2) Date of physical Submission :-Dt 03-03-2026 Upto 16.00Hrs.

(3) Tender Opening Date :-To be intimated after technical bid eveluation

All Details may be download of above notice will be available in www.tender.nprocure.com

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTEMENT- (S.Z.)

Name of work :- Civil work and repair/renovation work as per requirement in various schools run by the Nagar

Primary Education Committee in Vatwa ward of South Zone. (A.R.C)

I. Qty Description Rate Unit Total

1 Demolition incl. stacking of serviceable materials &

disposal of unserviceable materials with all lead and

lift.(R&B SOR.2023-2024)

a 24.0 (a) R.C.C. work ( Pg.No.140, I.Code No.20002, I.No.20.3) 1047.38 Cmt

b 25.00 (b) Brick work in Cement mortar (Pg.No.140, I.Code 544.95 Cmt

c 64 (C) Plaster (CH NO. 20 ,20045,PG NO -142) 19.38 Smt

d 35 (d) Tiles or Stone flooring (Pg.No.140, I.C. No.20005, 47.25 Smt

e 64.00 (e) Sheet roofing (G.I. Or A.C.) (I.No.20.27 I.C NO.- 53.55 Smt

f 15.00 (f) Doors,Windows ventilators (wood/steel) (I.No.20.49 I.C 185.85 No

2 160.00 Dismantling barbed wire fencing / Chainlink Fencing 66.15 Rmt

including making rolls and also including dismantling

fanning posts including all earth work concrete in

the base and making good the disturbed ground stacking

unseal materials as directed and disposing all the

unserviceable materials with all leads al lifts & carting to

AMC Store as directed by engg. in charge (R&B 2023-24

3 Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

excavated stuff upto 50 Meter lead.(A) Loose or soft

soil(R&B SOR 2023-24,I.CNO.-

a 65.00 (a) 0 to 1.5 mtr depth 201.81 Cmt

b 45.00 (b)1.5 to 3.0 mt. depth. 222.72 Cmt

c 46.00 (c)3.0 to 5.0 mt. depth 243.62 Cmt

4 90.00 Earthwork in cuting in all sorts of soil and soft murrum 150.48 Cmt

including conveying and spreading the stuff, embankment as

and where directed within 200meters from the end of the

cutting with all required lead and lift.(R&B SOR 2023-24

5 120.00 Conveyance charge of earth, lime, murrum, building 78.54 Cmt

rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind executed outside the road site. Rate

also includes spreading & levelling etc complete. Internal

conveyance above 50 mt done within the work site is not

payable. Lead From 5 Km to 10 Km. (Road Project

6 16.00 Providing and laying cement concrete 1:4:8 (1 - Cement : 4- 2634.11 Cmt

Coarse sand : 8-Graded Brick bats aggregate 40 mm normal

size) and curing complete excluding cost of form work in

(A) Foundation and Plinth (upto 10 ton) (R&B SOR 2023-

7 15.00 Provdg. & laying cement concrete 1:4:8 (1 cement : 4 coarse 2653.67 Cmt

sand : 8 hand broken stone aggregates 40 mm nominal size)

and curing complete excluding cost of form work in

Foundation and plinth. (R&B SOR 2023-24,5004A Pg

8 Providing and laying controlled cement concrete M-200 and

curing complete, excluding the cost of form work and

reinforcement for reinforced concrete work in: (R&B SOR

a 15.00 (A) Foundations, footings, base of columns, and mass 3977.88 Cmt

concrete.(05024AA,Pg No.-56)

b 8.00 (B) Walls from top of foundations/level up to floor two 4484.17 Cmt

level. (05024BA,Pg.No.-56)

c 6.00 (C) Slabs, landings, shelves, balconies, lintels, beams, 4460.36 Cmt

girders and cantilever upto floor two

level.(05024CA,Pg.No.-57)

d 3.00 (D) Columns, pillars, posts and struts upto floor two level. 4558.20 Cmt

9 184.00 Providing & Applying Tri mix with De watering Machine 48.21 Smt

floter machine on constructed RCC work including Machine

& Labour etc Comp as directed (Approved rate)

10 150.00 Filling Available Excavated Earth (Excluding Rock) In 129.10 Cmt

Trenches,Plinth,Sides Of Foundations Etc.In Layers Not

Exceeding 20 Cm.In Depth Consolidation Each Deposited

Layer By Ramming And Watering.(R&B SOR 2023-

11 Providing form work in ordinary timber planking so as to

give a rough finish including centering, shuttering, strutting

and propping etc. height of propping and centering below

supporting floor to celling not exceeding 4 M & removal of

the same for in situ reinforced or plain concrete work in

(R&B SOR 2023-24 CH. NO 9, I. NO 9.1)

a 120.00 (A) Foundation, footings, bases of columns etc. and mass 171.68 Smt

concrete.(09001AA, Pg. No.-78)

b 120.00 (B) Flat surface such as soffits of slabs, landing and the like 252.00 Smt

(I) Floors etc. 200 mm in thickness.(09001B1A, Pg. No.-78)

c 120.00 (C) Vertical surface such as walls (any thickness) partitions 229.95 Smt

and the like including attached but tresses & string course &

the like.(09001CA, Pg. No.-78)

d 120.00 (D) Columns Pillars Posts and struts.(1) Square Rectangular 297.68 Smt

Polygonal in plan.(09001G1A, Pg. No.-79)

12 Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregates 20 mm nominal size) and

curing complete excluding cost of form work and

reinforcement for reinforced concrete work in (R&B SOR

a 12.00 (A) Foundations, footing, of columns and mass 3923.53 Cmt

concrete(05011AA,Pg. No.-53)

b 10.00 (B) Slabs, landings, shelves, balconies, lintels, beams, 4012.47 Cmt

girders and cantilever upto floor two

level.(05011BA,Pg.No.-53)

c 9.00 (C) Columns, Pillars posts and struts upto floor two 4012.47 Cmt

level.(05011DA,Pg.No.-53)

13 500.00 Providing TMT Bar FE 500 reinforcement for R.C.C. work 75.46 Kg

including bending,binding and placing in position complete

upto floor two level.(R&B SOR 2023-24,I.C NO.-

14 45.00 Brick Work Using Common Burnt Clay Building Bricks 3981.21 Cmt

Having Crushing Strength Not Less Than 35 Kg/Sq. Cm.

In Cement Mortar 1:6 (1 Cement : 6 Fine Sand) (A) In

foundation and Plinth (R&B SOR 2023-24, I.C NO.-

15 30.00 Extra for brick work in super structure above plinth level 272.25 Cmt

upto floor two level (B) Conventional (R&B SOR 2023-24,

16 30.00 Half Brick Masonry In Common Burnt Clay Building 363.39 Smt

Bricks Having Crushing Strength Note Less Than 35 Kg/Sq.

Cm. In Cement Mortar 1:4 (1 Cement : 4 Coarse Sand)

In Foundation and plinth (R&BSOR2023-24,I.C NO.-

17 12.00 Extra for half brick masonry in super structure above plinth 52.80 Smt

level upto floor two level. (B) Conventional (I.C NO

18 Providing cement plaster in single coat on brick/concrete

wall for interior/exterior plastering upto any floor level

finished even and smooth in CM 1:3 incl. finishing with

floating coat of neat cement slurry, with necessary

scaffolding etc. complete (R&B2023-24,I.C NO., 17002A

19 300.00 Providing 20mm thick double coat sand face/mala cement 269.78 Smt

plaster on interior brick/concrete work for plastering

comprising o f base coat of 12mm thick cement plasterin

cement mortar(1Cement:4coarsesand) in rough finishing

and 8mm thick top coat of

cementmortar1:2(1Cement:2Coarsesand) finished with

trovel including scaffolding curing etc. complete.(R&B

20 124.00 Providing 10mm thick cement plaster in single coat for 175.31 Smt

plastering onceilings and sofits of stairs upto floor two level

for interior plastering and finished even and smooth in

(i)Cement mortar 1:3 (1- cement:3-sand) (R&B SOR 2023-

21 32.00 Providing and applying fibere reinforced cementitious micro 530.00 Smt

concrete work in cellings and beams incl.mixture of

CEMSCREED HM (F) fair mate company material, FBR

bonding agent material with water in suItable proportion

anti corrosive treatment on exposed beam,celling steel bars

with safeCore R incl.all kind of labour etc.comp.including

three coat of white wash.(Approved Rate in ARC)

22 128.00 Providing And Laying Polished Kota Stone Slab 982.83 Smt

Flooring Over 20 Mm. (Average) Thick Base Of Cement

Mortar 1:6 (1 Cement : 6 Coarse Sand) Or Lime

Mortar 1:1.5 Laid Over And Joined With Grey Cement

Slurry mixed with pigmentt omatchtheshade of slab

including rubbing and polishing

etc.complete.(A)25mmthick. (R&B SOR 2023-24 P.121,

23 128.00 Labour work for moulding Polish kota stone surface rate 150.00 Rmt

also including providing cutting and grinder machine for

molding work etc comlete as directed.(app. rate)

24 128.00 Labour work for Polish kota stone surface rate also 64.00 Smt

including providing cutting and grinder machine for

molding work etc comlete as directed.(app. rate)

25 136.00 Providing And Laying Cement Concrete Flooring For 297.68 Smt

I.P.S.1:2:4 (For Indian Patent Stones) (1 Cement: 2 Coarse

Sand:4 Graded Stone Aggregate 20 Mm. Nominal Size)

Lain In Layer Finished With A Floating Coat Of Net

Cement.(40 Mm Th.) (R&B SOR 2023-24 P.122,I.C. No.-

26 136.00 Additional Rate For Providing Water Proofing Solution in 25.00 Smt

27 144.00 P & L 24"x24" vitrified 8mm thick tile flooring over 20mm 1383.99 Smt

(average) base of cement mortar 1:6(1cement:6coarsesand)

on new surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and

jointed with color cement slurry including finis ed with

flush pointing & cleaning the surfaceetc.complete for anti

skit. (R&B SOR2023-24 P.123, I.C NO. 14021A)

28 111.00 P & L 24"x24" vitrified 8mm thick tile flooring over 20mm 1178.10 Smt

(average) base of cementmortar1:6(1cement:6coarsesand)

on new surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and

jointed with color cement slurry including finis ed with

flush pointing & cleaning the surfaceetc. complete for light

shade(R&B SOR 2023-24 P.123,I.C.No.-14022A)

29 36.00 Providing and Fixing pvc.Door (sintex door-equivalent) 1617.00 Smt

with necessary alluminium fitting with EL-7 section frame

(Approved Rate as per ARC)

30 84.00 Providing & laying polish kota stone (25 mm th,) Sandwich 850.00 Smt

platform. Work incl. provdg good quality & even shade

polish kota stone of required size having uniform thickness.

Work also incl. providing nece. Dismentling of brick work

for making jari to support the etc.comp.(app rate)

31 60.00 P/F glass of 4 mm thik for vent lowers and window with 150.00 No

wooden border patti as per instruction of eng. In

chage.(app.rate)

32 60.00 Making hole in brick wall & all damaged work shall be well 100.00 No

repaired as per inst. etc. comp

33 8.00 Provdg. & fixing rubber plug for sink or wash basin. (R&B 17.35 No

34 32.00 Providing and fixing 30mm thick FACTORY MADE 1135.02 Smt

SOLID PANEL PVC DOOR SHUTTER consisting of

frame made out of M.S. tubes of 19 gauge thickness and

size of 19mm x 19mm for stiles and 15mm x 15 mm for top

and bottom rails. M.S. frame shall have a coat of steel

primers of approved make and manufacture, M.S. frame

shall be covered with 5 mm thick heat moulded PVC ‘C’

channel of size 30 x 50 mm forming stiles, and 5mm thick

75mm wide PVC sheets for top rail, lock rail and bottom rail

on either side, and 10mm (5mm x 2) thick, 20mm wide

cross PVC sheet as gap insert for top rail and bottom rail,

Panelling of 5 stiles and rails with 30mm wide x 5mm thick

PVC sheet beading on eighter side, and joined together with

solvent cement adhesive,. An additional 5mm thick PVC

strip of 20mm width is to be stculk on the interior side of the

‘c’ channel using PVC solvent cement adhesive etc.

complete as per direction of Engineer in charge,

manufacture’s specification and drawing. (R&B SOR 2023-

35 16.00 Providing and fixing approved standard brand factory 314.88 Rmt

made PVC door FRAME of size 50 x 47 mm with a wall

thickness of 5 mm made out of extruded 5 mm rigid

PVC foam sheet mitred at corners and jointed with

Nos. of 150 mm long brackets of 15 x 15 mm

M.S.square tube the vertical door profiles to be reinforced

with 19 x 9 mm M.S.square tube of 19 guage, EPDM

rubber gasket weather seal to be provided through out

the frame. The door frame to be fixed to the wall using

M.S.screws of 65/100 mm size etc.complete as per

manufacturers specifications and direction of

Engineering in charge incl. medium grade aluminium

hardware all octroi, tax charges etc.complete (R&B SOR

36 24.00 Providing and fixing Prelam PVC sheet wall paneling of 944.00 Smt

thickness 5mm consisting of panels having size 1220 x

mm stuck on inner frame work of 50mm wide strips of 5mm

thick PVC sheet. The strips should have in their center a

grove of 6mm width asnd 1mm depth for sinking the had of

the screw using to fix the strips of the wall and should be

placed vertically at equal intervals of 10” center to center.

The PVC strips shall be fixed to the wall using 65mm long

M.S. scres through the groove in the strip by using PVC

fasteners. The distance between two screws shall not be

more than 200 mm. A groove of 2mm may be left at the

joint of two panel for aesthetic looks. The exact sizeof the

panel and correspondingly of the grid may vary depending

on the size of the wall.(R&B SOR.2023-24 ,I.C NO.

37 Providing and fixing 35 mm th. Shutters for doors

windows & clearstory windows incl. wood frames as

specified 12 cm. x 7cm. size incl. anodised alluminium

fixtures and fastenings including primer coat of approved

quality and two coats of oil paint etc. complete.(R&B

a 10.00 (I) Fully glazed 4788.50 Smt

b 10.00 (II)Fully panelled 5478.89 Smt

c 6.00 (III) Partly panelled & partly glazed. 5133.69 Smt

38 16.00 Providing and fixing eco-friendly light weight calcium 1632.63 Smt

silicate false ceiling tiles having Tegular edge & 15 mm

Thick Densified edges on the Tile Periphery for Extra

Strength The Light weight calcium silicate ceiling tiles shall

have , light reflection 85% non-combustible as per B.S.

part IV, 100% humidity resistance and also having thermal

conductivity0.043° w/m KC.for the best thermal Insulation .

The Light weight calcium Silicate tile shall be of approved

texture Fine fissured/ Spintone/Cosmos having NRC value

of 0.5 & Globe having NRC value of 0.75 NRC or

equivalent of size 595 X 595 mm to be laid on true

horizontal level suspended inter locking metal grid of hot

dipped galvanized steel sections (galvanizing @120 grams

per sqm including both side) consisting of main ‘T’ runner

suitably spaced at joints to get required length and size of

24X38mm made from0.30 mm thick (minimum) sheet,

1200mm centre to centre, and cross ‘T’ of size 24X28mm

made out of 0.33mm (Minimum) sheet spaced 1200mm

along spaced between main ‘T’ at 600mm centre to centre to

form agrid of 1200X600mm and secondary cross ’T’ of

length 600mm and size 24x28mm made of 0.30 mm thick

(Minimum) sheet (SOR 2023-24, P.128,I.C NO. 16006)

39 16.00 Providing and fixing complete sliding shutter solid PVC 2576.85 Smt

window 25mm thick factory made glazed solid PVC

window shutter consisting of frame made out of M.S. tube

of 19 gauge of size 15 x 15mm for styles top, bottom rail.

M.S. frame shall have a coat of steel primer of approved

make and manufacture, M.S. frame shall be covered with

4mm thick heat mouled PVC ‘C’ channel of size 58mm x

25mm x 38-mm out of which 8mm shall be bent at

degree towards inner side on front face of the window

shutter forming stiles. For top rail and bottom rails, M>S.

frame shall be covered with 4mm thick, 58mm wide PVC

sheet out of which 8mm shall be bent at 90 degree towards

inner side on front face and 38mm wide PVC sheet shall

cover the M.S. frame at top and bottom rail on back side of

window shutter, 4mm thick 15mm wide cross PVC sheet as

gap insert for top and bottom rail. PVC sheet beading of

8mm thick (4mm x 2) to be stuck internally with solvent

cement adhesive in top and bottom rails. Glass panel will be

fitted externally in the clear space available between stiles &

rails and fixed between PVC sheet of stiles and rails bent at

90 degree on front face 12mm x 123mm ‘L’ shape outer

PVC beading nailed on stiles and rails at the back side so

that ‘L’ shape outer PVC beading can be removed when

required for replacement of broken glass etc. complete as

per direction of etc. complete as per direction of Engineer in

charge and manufactuture’s specification. (SOR 2023-24,

40 16.00 Providing and fixing full height Prelam PVC partition 2152.00 Smt

system 50mm thick consisting of 40mm sandwich PVC

panel made out of 36mm high density expanded polystyrene

sheet (E.P.S. Thermocol) stuck on both side with 2mm thick

prelim PvC sheet reinforced with frame work made from

35mm x 5mm M.S. angle. In between two M.S. angles

mm with feathered edges shall be fixed on floor and 50 x

mm with feathered edges prelim PVC “C” channel of size

50mm x 75mm with feathered edges prelim PVC panel shall

be inserted in the PVC ‘C” channel The first and last M.S.

angle should be erected such that it is inside a PVC C

channel of size 50 x 75mm In between adjoining EPS

sandwiched PVC partition panel 4mm thick x 75 mm width

prelim PVC sheet feathered at edges shall be stuck on front

and back face using solvent cement etc. An additional 4mm

thick PVC strip of 40mm width is to be stuck on the intrior

side of the ‘C” channel using PVC solvent adhesive

completeas per direction of Engineer in charge.

Manufacture’s specification and drawing. (SOR 2023-24,

41 6.00 Providing and fixing full height Plan/colour PVC partition 1783.00 Smt

system 50mm thick consisting of 40mm sandwich PVC

panel made out of 36mm high density expanded polystyrene

sheet (E.P.S. Thermocol) stuck on both side with 2mm thick

plain PVC sheet reinforced with frame work made from

35mm x 5mm M.S. angle. In between two M.S. angles

mm thick plan heat moulded PVC ‘C’ channel of size 50mm

x 100 mm with feathered edes shall be fixed on floor and

x 75 mm with feathered edges plain/printed/prelim PVC ‘C’

channel shall be fixed in the ceiling. Sandwich PVC panel

shall be inserted in the PVC “c” channel. The first and last

M.S. angle should be erected such that it is inside a PVC C

channel of size 50 x 75mm. In between adjoining EPS

sandwiched PVC partition panel 4mm thick x 75mm width

plain PVC sheet feathered at edges shall be stuck on front

and back face using solvent cement etc. And additional

4mm thick PVC strip of 40mm width is to be stuck on the

interior side of the C channel using PVC solvent adhesive

complete as per direction of Engineer in charge,

manufacture’s specification and drawing. (SOR 2023-24,

42 Providing and fixing fibre insulations board lining with butt

jointing and Nails (frame worked cover fillets to be

measured and paid for separately)

4.00 (i) 12mm thick (SOR 2023-24, P.127,I.C NO. 16003A) 266.63 Smt

4.00 (ii) 18mm thick (SOR 2023-24, P.127,I.C NO. 16003B) 353.97 Smt

4.00 (iii) 25mm thick (SOR 2023-24, P.127,I.C NO. 16003C) 434.03 Smt

43 4.00 Providing and Fixing 12 mm Thick Cement Fibre Board 595.93 Smt

44 Providing and Fixing playwood lining with but jointed and

nails (frame work and cover fillets to be measured and paid

12.00 (ii) 12mm thick (SOR 2023-24, P.127,I.C NO. 16004B) 399.08 Smt

45 136.00 Providing and laying white glazed tiles 6mm thick in 908.17 Smt

flooring treads of steps 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.(SOR 2023-

46 112.00 Providing And Laying Glazed Tiles 6 Mm Thick In 1044.23 Smt

skirting risers of Steps and dedo 10Mm Thick Cement

plaster 1:3 (1Cement : 3Coarse Sand)Finished With Flush

Pointing In White Cement slurry.(R&B SOR 2023-24 PG

47 96.00 Providing and laying coloured glazed tiles of the size 300 1426.95 Smt

skirting, risers of steps and dedo on 10 mm. thick cement

plaster 1:3 (1 cement : 3 coarse sand) & jointed with white

cement slurry.(R&B SOR 2023-24 PG NO-124,14036)

48 0.00 Providing and fixing rough cast wired glass 6 mm thick

bedded in putty and thick with wooden beading including

the cost of wooden beadings of Indian teak wood and

necessary cutting of glass. (R&B SOR 2023-24, PG NO-

12.00 (C) wired figured glass. 559.26 Smt

49 92.00 Supplying and fixing Nimbhada ladi 37 to 50 mm thick for 236.61 Smt

walk-way, covering the activity of excavation, ramming,

Laying on sand bedding as per requirement to fix the

Nibhada Stone in Line & Level with cement pointing in

cement mortar 1:2 etc complete as directed.(AMC Drainage

50 240.00 Labour work for fixing above or any interlocking 69.64 Smt

blocks/nimbhada on up to 50mm th sand

bedding,levelling,watering anf fixing. Rate incl. average

30cm depth for excavation and or filling,carting away

debries/excavated material up to 5 km and cleaning the site

etc.comp. as directed. (AMC Drainage SOR Jan-2016)

51 144.00 Providing and laying broken chine mosaic flooring for 739.89 Smt

terrace using 12 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 creme out upto surface using white

cement including roundingoff junctions and extending them

upto 15 cm along the wall,clearing with water and oxalic

acid etc. as directed.(R&B SOR 2023-24 P.124,I.C NO.

52 100.00 Providing Cement Vata (10 Cms X 10 Cms)Size Quarter 23.45 Rmt

Round In Cement Mortar 1:1 Including Near Cement

Finishing, Watering Etc. Complete.(R&B SOR 2023-

53 140.00 Providing, supplying and fixing precast C.C. blocks (M-20) 195.54 Rmt

edge kerb having size of 75 x 300 x 300 mm depth and as

per design conveying it to the site, jointing into C:M 1:3 and

racking out the joints incl. necessary excavation of asphalt,

soil etc..completed.- (AS PER ROAD PROJECT

54 65.00 Conveyance charge of earth murrum, building rubbish, 235.51 Cmt

manure, garbage, sludge, excavated rock,fly ash, aggregates

of any kind etc.comp (R&B SOR 2023-24 PG NO.-44, I.C

55 500.00 Providing and fixing M.S. grills of required pattern to 100.17 KG

wooden frames of windows etc. with M.S. flats at required

spacings and frame alround, square or round bars with round

headed bolts and nuts or by

screws (A) Plain Grill.(R&B SOR 2023-24 PG NO.-87, I.C

56 96.00 Providing and laying polished granite stone slab 18 mm 2385.71 Smt

thick in risers of steps, dedo and pllars laid on 10 mm thick

cement mortar 1:3 (1 cement : 3 coarse sand) and jointed

with gray cement slurry including rubbing & polishing etc.

complete. (R&B SOR 2015-2016,SR. NO. 23A CH.14 )

57 124.00 Providing & fixing 2.00 mm thick F.R.P. sheet of good 1865.00 Smt

quality and standard make rate also includes necessary

fabrication structure in the grid of 1'-6" x 1'-6" size usiung

hollow pipe of size 3/4" x 3/4" , 2" x 1" & 1" x 1" rate also

inclusive necessary bending ,cutting and fabrication charges

and priming coat and 2 coats of oil paint of shade approved

by engineer in-charge rate also includes washer and silicon

paste required for fixing the sheet in good quality as

diredted.(As per ARC)

58 24.00 Carrying out plinth treatment to post construction / exsiting 104.90 Smt

structure by spraying chemical solution for termite control

treatment incl. labour and materials consistant with I.S.I

specification.(R&B SOR 2023-24, PG NO-157,22007)

59 48.00 Carrying out timber treatment to all wood work incl. drilling 54.98 Smt

holes and spreying oil based chemical solution on surface ot

timber work for termite contorl including labour and

materials etc. comp (R&B SOR 2023-24, PG NO-

60 0.00 Provdg. & fixing 100 mm size P or S trap for water closet

squatting pan incl. jointing the trap with the pan & soil pipe

in cement mortar 1 :1 (cement : 1 fine sand) (R&B SOR

14.00 (A) Vitreous China : 311.85 No

61 24.00 Providing and fixing wsh down water closet 1290.80 No

(Europeantype,W.C.Pan) with integral P or S trap including

jointing the trap with soil pipe in Cement Mortar1:1(1-

Cement:1-finesand) (Sea land cover to be measured and

paid for separately) (A)vitreous China Pattern :(i) in white

colour (R&B SOR 2023-24, PG NO-165, 23010)

62 16.00 Provdg. and fixing water cloest squatting pan ( indian type 1065.16 No

W.C. pan) size 580 mm ( Earth work. Bed concrete, foot

rests and trap to be measured and paid for separately) (A)

Vitreous China : (1) Long pattebn white colour. including

puffin cement mortar 1 :3 (1 cement : 3 coarse sand) a pair

of white virteous China 250 mm x 130 mm x 30 mm foot

rest for long patten swuatting pan water closet. including

Provdg. & fixing G.I. inlet connection for flush pipe with

W.C. pan. (R&B SOR 2023-24 PG NO.-165, I.C NO-

63 12.00 Providing and fixing washbasin with single hole for pillar 1400.18 No

tap with C.I. or M.S. brackets painted white including

sutting holes and making good the same but excluding

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.(R&B SOR 2023-

64 0.00 Provdg. & fixing C.P. Brass screw down bib taps of

following size (R&B SOR 2023-24 PG NO-

a 30.00 (I) 15mm dia 184.98 No

b 25.00 (II) 20mm dia 212.68 No

65 16.00 Providing & Fixing Angle Cock Of "Ess Ess" Trend 602.68 No

Series Or Equivalent Standard Make As Approved By

Engg.In Charge All Complete.(N.S.) I00103

66 8.00 Provdg. & Fixing Gun Metal Check Or Nonruturn Full 184.98 No

Wheel Valve. (A) 15 Mm Dia(R&B SOR 2023-24 PG NO-

67 Provdg. & fixing C.P. Brass screw down bib taps of

following size (B) Brass chromium plated screws down Bib

Tap.(R&B SOR 2023-24 PG NO-167, 23028B1 & B2)

a 36.00 (I) 15mm dia 184.98 No

b 45.00 (II) 20mm dia 212.68 No

68 Providing and fixing pillar tap, capstan head, screw

down high pressure with screws, shanks and back

nuts.(R&B SOR 2023-24 PG NO-167,23029A & 23029B)

b 24.00 (ii) 20mm dia. 351.18 No

69 Providing and fixing chromium plated brass half trun

flush cock of approved quality including fixing in pipe line

etc. complete.(R&B SOR 2023-24 PG NO-

b 24.00 (ii) 25mm dia. 261.16 No

c 16.00 (iii) 32mm dia. 273.03 No

70 Provdg. & fixing ball cock of approved qaulity as

directed.(R&B SOR 2023-24 PG NO-

(A) Copper metel.

5.00 (II) 50 mm dia 187.96 No

5.00 (B) Abonite.

5.00 (II) 50 mm dia 136.52 No

71 13.00 Providing and fixing Urinal of approved quality including 102.00 No

connection with trap and with integral longitudinal flush

pipe.(A) Squating plate pattern white earthenware 550mm x

72 5.00 Providing and fixing Urinal or approved quality including 1535.63 No

conecting the Urinal with waste pipe , tap etc. complete.(B)

White earthenware flat back or corner type size 430mm x

260mm x 350mm.(R&B SOR 2023-24 I.C NO.23034,Pg.-

73 40.00 Waste Pipe for Wash basin C.P. 32 mm dia (R&B SOR 52.64 No

74 4.00 Providing and fixing C.P. brass shower rose with 15mm or 279.37 No

20mm inlet.(A) 100mm dia. Each (R&B SOR 2023-24 I.C

75 12.00 Providing & Fixing Chromium Plated Brass Flush Cock 1800.00 No

With Lever Of "Ess Ess" - Trend Series Or Equivalent

Make Incl.Fixing In Pipe Etc.Comp.As Dir.Of Engg.In

Charge.(N.S.) (1) 25 Mm Dia.I00117

76 12.00 Provdg. & fixing 600mm x 450 mm Bevelled edge mirror 825.48 No

of superior glass mounted of .6 mm th. A.C. sheet or

plywood sheet and fixed to wooden pluge with C.P. brass

screws and washers.(R&B SOR 2023-24 PG NO-

77 8.00 Provdg. And Fixing Cast C.I.(Span) Nahni Trap Of 600.08 No

The Following Nominal Diameter Of Self Clenising

Design With C.I. Scread Down Or Hinged Gratiing Incl.

Cost Of Cutting & Making, Good The Walls And Floors

100 Mm Inlet And 50 Mm Outlet Etc.Comp.(R&B SOR

78 21.00 Providing and fixing PVC SWR Nahni trap IS 14735 for 552.83 No

drain - 100 mm diameter with jali of the following nominal

diameter of self cleansing design with C.I scread down or

hinged grating including the cost of cutting and making

good the walls. (R&B SOR 2023-24 PG NO-171,23069)

79 Provdg. & fixing plastic seat & cover for wash down water

closet with C.P.brass hinges and rubber buffers.(R&B SOR

11.00 (B) plastci seat & cover 288.45 No

80 13.00 Providing and fixing PVC 12.5 Litres high level C..I. 1538.93 No

flushing cistern with A pair of C.I. or Mild steel brackets,

womplete with fittings such as syplionic arrangement,

15mm nominal size brass ball valve with polythene float,

lever G.I. China (60 cm. ) and pull union and couplings for

connections with inlet, outlet and overflow pipes etc.

including cutting holes in walls and making good the same

(overflow pipe to be measured and paid fo separately ) (R &

B SOR 2023-24, Pg.No.165, I.Code No.23014,)

81 16.00 P/F Jet Spreay at Europeon WC Pan, incl nece. lath 305.93 No

connection, stop cock, and other fixing material and labour

as per inst. of engineer in charge (R&B SOR 23-24 I.C NO

82 4000.00 Providing erecting and fixing double coated ISI water tank 3.91 lit

of required capacity each with all necessary fittings and

connection etc.complete on terrace.(R&B SOR2023-24 PG

83 77.00 P&F Door closers (Heavy type of 765 number) Hardwire or 516.50 No

Everite Prabhat or Equivalent. (R&B SOR2023-24 ,I.C No.

84 3.00 Providing & Fixing app. Quality for conseal lock in alu. 300.00 No

Door. As per inst of engg in charge. Etc.comp.(App.Rate)

85 Providing & Fixing app. Quality different type of latches

a 3.00 Brass baby latch(door closer) As per inst of engg in charge. 273.57 No

Etc.comp.(R&B SOR2023-24 ,I.C No. M370+12005)

b 3.00 Locks Godrej Night latch.(R&B SOR2023-24 ,I.C No. 221.62 No

c 3.00 Latch for steel window 25 cms to 35cms. Alluminium.(R&B 37.13 No

d 3.00 Latch for steel window 25 cms to 35cms. Brass. (R&B 30.35 No

e 3.00 Latch for steel window 25 cms to 35cms. Iron oxidized. 27.81 No

86 0.00 P&F Aldrop 20mm. dia Size with necessary fitting Iron

Oxidised(R&BSOR202324,I.CNo.M022,M023,M024)+(12

a 2.00 20cms. Length 41.77 No

b 2.00 25cms. Length 46.00 No

c 8.00 30cms. Length 54.48 No

87 8.00 P&F Aldrop 20mm. dia Size with necessary fitting

Alluminium.(R&B SOR2023-24 ,I.C No.

a 12.00 20cms. Length 71.43 No

b 12.00 25cms. Length 73.12 No

c 12.00 30cms. Length 96.85 No

d 12.00 35cms. Length 113.80 No

88 0.00 P&F Aldrop 20mm. dia Size with necessary fitting

Brass.(R&BSOR2023-

a 4.00 20cms. Length 219.73 No

b 4.00 25cms. Length 236.68 No

c 4.00 30cms. Length 249.39 No

d 4.00 35cms. Length 274.82 No

89 0.00 P&F Aldrop 20mm. dia Size with necessary fitting Brass

Chromium Plated.(R&B SOR2023-24 ,I.C No.

a 18.00 20cms. Length 232.44 No

b 12.00 25cms. Length 245.16 No

c 16.00 30cms. Length 249.39 No

d 10.00 35cms. Length 274.82 No

90 0.00 P&F S.S. Handle for door/ window different size of ASIS

304 Grade. (R&B SOR2023-24 ,I.C No.(

a 15.00 10 cm Size 57.87 No

b 15.00 15 cm Size 79.05 No

91 0.00 P & F S.S. Stopper of ASIS 304.(R&B SOR2023-24 ,I.C

a 15.00 60 cm Long 360.17 No

b 15.00 30 cm Long 180.51 No

c 15.00 20 cm Long 126.27 No

92 8.00 Providing & Fixing In Position Alluminium Doors With 2900.00 Smt

Frame Using Approved Quality Anodised Extruded

Alluminium Section As Approved By Engg.In

Charge(Jindal Alluminium) (A)Frame Sections

101.6x44.45 Mm(B)Shutter Bottom Vertical & Top Section

83.5x44.45 (Wt.1.31 Kg/Mt.)(At 1.31Kg/Mt)(C)Shutter

Bottom Section At14.3x44.45 Mm At (1.37 Kg/Mt)

Shutter Middle Section At 100x44.3 Wt.(1.37Kg/Mt)

Incl.Providing & Installing 5 Mm Thick Approved Color

Acrylic Sheet Of Standard Quality Fixed With Glazing

Chips On Upper Pannel & Laminated Sheet On

Lower Pannel (Wtt.0.13 Kg/Rmt) Etc.Comp.As Direction

Of Engg.In Charge. (N.S.) I00134

93 12.00 Providing & Fixing In Position Alluminium Window 2350.00 Smt

Sliding / Fix Type With Frame Using Approved Anodised

Extruded Alluminium Section As Approved By Engg.In

Charge.(Jindal Alluminium) Units Equivalent (A) Frame

Sections 65 X 25 Mm (At 0.41kg/Mt) (B) Sliding Frame

Bottom Section Of 61.85 X31.75 Mm (At 0.41 Kg/Rmt)

(C) Shutter Top & Bottom Section 40 X 18 Mm

(Wt.0.41 Kg/Rmt) (D) Shutter Interlock Vertical Section

10 X18 Mm.(0.41 Kg/Rmt) (E) Shutter Vertical Of 40 X

18 Mm (0.41 Kg/Rmt) Including P/F Installing 5 Mm

Thick Approved Color Acrylic Sheet Of Standard

Quality Etc.Comp.(N.S.)

94 12.00 Provding & fixing Aluminum section partition with powder 2500.00 Smt

coating using 2.5'' x 1.5'' all section work incl.p/f 5 mm

thick glass in upper portion and 10 mm th. Novapan panel in

lower section Work incl.fixing the partition in wall/floor

with nece.screws,rubber gasket & other fittings etc.comp. as

directed by engg.incharges. (App.Rate)

95 2.00 Providing & Fixing In Position Alluminium Vents With 1950.00 Smt

Frame Using Approved Anodised Extruded Alluminium

Section As Approved By Engg.In Charge.(Jindal

Alluminium) Units Equivalent (Approved Rate) Frame

Section Of 63.50 X 38.50Mm (Wt.0.68 Kg/Rmt)

Incl.Providing & Installing 5 Mm Thick Approved Color

Acrylic Sheet Of Standard Quality Etc.Comp. I00136

96 2.00 Providing and fixing in position collapsible steel shutters 5391.23 Smt

with vertical channels 20 x 10 x 2 mm braced with flat iron

diagonals 20 x 5 mm size 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. ( R&B

97 54.00 Providing corrugated 0.80 mm (22 gauge) thick G.I. sheets 719.93 Smt

roofing fixed with galvanized iron ‘J’ or ‘L’ hook bolts, and

nuts 8 mm. dia with bitumen and G.I. limpet washers filled

with white lead complete excluding the cost of purlines,

rafters and trusses..(R&B SOR 2023-24 PG NO-

98 16.00 Providing valleys 900mm overall in plain 1.6mm thick G.I. 1042.78 Smt

sheet fixed with G.I. J or L Hooks, Bolts and nuts

glavanised iron J or L Hooks Bolts and nuts 8mm dia G.I.

Limpet and bitumen washers complete.(R&B SOR 2023-24

99 0.00 Providing and fixing rolling shutters of approved make

made of 80 mm wide M.S.laths interlocked together through

their entier length & joinned together at the enda by & locks

mounted on specially design pipe shaft with bracket plates

giudes channel & arrangement for inside & out side locking

with push pull operation incl. the the hood cover & spring

etc. including priming , oil painting etc complete.(R&B

12.00 (A) Shutters having width below 3.5 meter 3469.35 Smt

100 0.00 Provdg. & fixing UPVC handle valve of Prince,Supreme

Astral, finolex or equivalent make as per dir. Of engg. In

charge.(App. rate)

101 . Provdg. And fixing to wall ,ceiling and floor 6.00 kg.

F/Sq.Cm working pressure polythelene pipes of the

following outside diameter, low, density, complete with

special flange compression type fittings, wall clips etc.

making good wall ceiling and floor. (R&B SOR 2023-24,

a 30.00 20mm dia 78.12 Rmt

b 32.00 25mm dia 100.49 Rmt

102 0.00 P/F. To Wall Ceiling And Floor 10.0 Kgf/Cm2 Working

Pressure Pvc Pipes Of The Following Outside Dia

Complete With Special Flange Type Fittings,Wall Clamps

Incl. All Necessary Fittings Etc. Complete. (At Any Floor

Level) (R&B SOR 2023-24, I.C NO-23004C TO 23004G )

c 60.00 32mm dia 116.40 Rmt

d 32.00 40mm dia 124.43 Rmt

e 26.00 50mm dia 165.38 Rmt

f 28.00 75mm dia 274.68 Rmt

g 30.00 110 mm dia 332.91 Rmt

103 0.00 Provdg. And fixing to wall, ceiling & floor in true line and

level UPVC pipe Schedule- 40 of Prince , Supreme , astral

finolex or equivalent make as approved by engg. incharge.

pipe shall be fix on wall with the help of clamp at every twi

meter center to center of shall be concealed as directed in

cluding neccesarry fitting etc. in cluding testing of pipe and

jointd and fixing the same with adhesive solvent , including

cost of all materials of following nominal bore (R&B SOR

104 Providing and supplying Lowering, laying and jointing ISI

marked only standard length Stonewate pipes in standard

lengths of following class and diameter with cement joints

in C.M.1:1 proportion in proper position , grade and

alignment at all level as directed by Engineer-in- charge

including conveyance from stone to site of work, Jointing

material etc.comp. including all taxes,insurance,

transportiton, fright charges, octroi,inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. complete (IS - 651 - 1989) Class AA (GWSSB

SOR 2022-23) Part-1&2 A (Material Sec ) It.No.11.1, Class

A, Pg.No.17 + (GWSSB SOR 2022-23) SECTION : 1 &

2.B - LABOUR It.No.14, Pg.No.40

105 0.00 P/F. to wall ceiling and floor galvanized mild steel tubes

(Medium grade) of the following nominal dia. with all tube

fittings and clamps incl. making good the wall, ceiling and

floor. (At any floor level) (R&B SOR 2023-24,23001AA to

106 64.00 Providing & Fixing 15 Cm Wide Chicken Mesh Jali With 35.00 Rmt

Nails & Then Application Of 15 Mm Plaster On

R.C.C.& Masonary Joints As Per Dir.Of Engg.In Charge

107 0.00 Extra rate over item of excavation of earth for excavation of

asphalt pavement of thickness including demolishing the

asphalt carpet,metal,soiling etc.comp. with stacking the

material as directed.(AMC DRAINAGE SOR JAN-2016)

48 upto 0.20 meter thickness (By Manual) 71.10 Smt

108 4.00 Making connection to the ex.M.H.in running sewer incl. 1339.28 No

Dewatering and other required machinery etc. of following

dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc..complete. (a) 150 mm

to 300 mm dia(Based on Drainage SOR 2009-10)

109 0.00 Providing Kachha of Pakka Dummy in the following dia

pipes and removing the same after completion of the

connection work as directed (Based on Drainage SOR

a 26.00 (A) 100 mm to 300 mm dia. 223.00 No

b 48.00 (B) 350 mm to 600 mm dia 339.00 No

110 24.00 Supplying Pneumatic Breaker Machine for RCC Slab or 535.71 Hr

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery

and for pipe line excavation and M.H. work. Allowed only

for break down work) ( Based on Previously approved rate

111 48.00 Supplying Mazdoor for misc. work like Restetment 403.57 No

Pavment, excavation, refilling, demolishion,levelling work

& other miscellanous work.(AS PER LABER SKILL

DEVELOPMENT & EMPLOYEMENT DEPARTMENT

GOG CIRCULAR DATED 01.04.2023)

112 24.00 Supplying carpenter for repairing doors with nece material 423.21 No

like stopper, hinges, handle, glass etc comp. as per

instruction of Engineer in charge etc.(AS PER LABER

SKILL DEVELOPMENT & EMPLOYEMENT

DEPARTMENT GOG CIRCULAR DATED 01.04.2023)

113 24.00 Providing fiiter for D.I./P.V.C./C.I./M./A.C. Pressure water 423.21 No

pipe linmaintenance work with necessary manpower, tools,

plants, and equipments, and any other works required for

AMC as per instruction of Engineer in charge etc. complete.

(AS PER LABER SKILL DEVELOPMENT &

EMPLOYEMENT DEPARTMENT GOG CIRCULAR

114 84.00 Providing and fixing 1.20 Metre high fencing with 2.0 385.40 Rmt

Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil

painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan

lines and two diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre, strained and fixed to

posts with G.I,staples including fixing the postsin ground

with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc

complete.(R&B SOR 2023-24 PG NO-156,22001)

115 24.00 Reparing of existing Aluminium window/door/partition by 500.00 No

making necessary addition/alteration in same sides. Rate

incl of necessary fittings required and all labour included. If

necessary rate also incl. of removing from position and

refixing it at same place after repairing it, etc comp. as

directed. (Sub Desc : As per approved rate of AMC MET

116 9.00 Rapairing Of Door & Window (Wood).It Also Including 100.00 No

Labour Charges For Erection And Fixing Door

Shutter & Frame Etc.And Necessary Repair As Per Site

Condition.(N.S.) I00375

117 80.00 Repairing of Doors/Windows shutters and Frames 250.00 Smt

including refixing-aligning shutter, providing, replacing,

fixing MS hinges, Aluminium aldrops, stoppers, tadi etc.

complete excluding painting as per specifications.(app.rate)

118 148.00 Providing and Laying of Rubber Moulded Paver Block 501.60 Smt

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer in charge.

Cost includes formworks using rubber mould, Rate

providing and laying paver blocks as per required grading

and specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be executed

in line and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block necessary

then it should be cut by machine only and carting. The

finished surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be compacted and

shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5cms thick

sand beddding. (Approved Rate by Road Project)

119 8.00 Providing & Fixing Door hinge spring include with 1175.00 Smt

necessary all fixtures as dircted by engg.in charge etc.comp.

120 12.00 Providing & Fixing wall,ceiling and floor 10 Kg.F/Sq.Cm 785.00 Rmt

160 mm working pressure polythelene pipes of low density,

complete with special flange compression type fittings,wall

clips etc.making good wall ceiling and floor as directed by

engg.in charge etc.comp.(app.rate)

121 15.00 P/F. 10 mm thick Novapan sheet of approved quality 1400.00 Smt

including fixing on partition with necessary all fixtures as

directed by engg.in charge etc.comp (app.rate)

122 30.00 Labour charges for removing of Alum. Door / partition / 110.00 Smt

Alum. Window / M.S Grill etc. (app.rate)

123 3.00 Providing, Fabricating and Erecting in position anodised (15 4515.28 Smt

to 25 micron of desired colour) door shutter (double action

opening) of standard aluminum section from 18mm (3/4”)

series of Jindal or approved equivalent make of size top and

vertical style 47.62 x 44.45 x 2mm ( w approx =

kg./m), lock rail and bottom section 114.30 x 44.45 x 2mm (

w approx = 1.83 kg/m), fitted on frame of size 101.60 x

44.45 x 2mm ( w app = 1.60 kg./m) with standard accesories

like handle , stopper, locking arrangement, C.P. brass

hinges, etc, and glazing of 5 mm thick float glass of Mody

or approved equivalent , fixed with rubber / PVC beading in

upper and lower panel complete. (app.rate)

124 3.00 Providing, fabricating and erecting in position anodised (15 2932.00 Smt

to 25 micronof desired colour) aluminum fixed glass

windows / partitions made up from standard aluminium

section from 18mm (3/4“) series of Jindal or approved

equivalent make of size 47.62 x 44.45 x 2mm (w app =

Kg/m), fitted on frame of size 64 x 40 x 2 mm ( w app =

1.09 Kg./m) with all standard accessories and glazing of

5mm thick flaot galss of Mody or approved eauivalent

fixed with rubber / PVC beading etc. complete as per details

including all fittings and fixtues & locking arrangement

completes. (app.rate)

125 16.00 Pro. And fixing single layer water proof gypsum board 12.5 600.94 Smt

mm thick sections using water proof board of size 1220 mm

x 1830 mm x 8.0 mm suspended by GI suspender channel of

size 25 mm x 3 mm with intermediate channel og size

mm x 40 mm x 0.8 mm at 1220 mm center to center ceiling

section of size 40 mm x 35 mm x 0.55 mm at 457 mm c/c

and perimeter channel A of size 20 mm x 27 mm x 30 mm x

0.5 mm at edges & drops incl.paper tap sand sofit cleat,

anchor fastener, scoch bolt connecting cleat,joining

compound top coat on ceiling incl.making necy.opening for

light fitting,diffuser etc. comp. as per detail drawing as

directed(At any floor level) (R&B SOR 2023-24 PG NO.-

126 5.00 GLASS FILMS (sun control, Safety film, decorative, 540.00 Smt

reflective, frosted, opaque film etc) Imported Lumaar make

as approved by engg.in charge etc.comp. (app.rate)

127 36.00 Providing and fixing 4 mm th. Acrylic sheet of approved 3140.00 Smt

quality including fixing with door/window shutter & frames

with necessary all fixtures as dircted by engg.in charge

etc.comp. (app.rate)

128 32.00 Repairing of Spalling in concrete with modified cement 400.00 Smt

mortar & SBR including surface preparations and applying

bonding coat and rust converter of approved brand etc.

comp. including scaffolding, finishing with cement slurry

As directed (app.rate)

129 2.00 Providing & Fixing Floor Spring including fixing shutter 3300.00 No

etc. complete as per inst. of engineer in charge. (app.rate)

130 2.00 P/F. thermocol ceiling with necessary aluminium T section 375.00 Smt

25 x 25 x 1.2 mm inclusive fixing it to all wall to ceiling

junction and at junction position of two sheets ,item also

includes p/f 20 mm thick plain thermocol sheets size (1 x

0.5 mt) with all necessary fastening and hardware etc.

comp.as dire. (At any floor level) (app.rate)

131 160.00 Removing dry or oil bound distemper by a washing and 11.19 Smt

scraping and sand papering the wall surface smooth

including necessary repairs to scratches complete.(R&B

132 160.00 Extra over item for removing dry oil bound distemper on 1.58 Smt

ceilings and sloping roofs.(R&B SOR 2023-24 PG NO.-134

133 220.00 Distempeing (Two coats) with oil bound washable 76.08 Smt

distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even shade, over

and including a priming coat with distemper primer of

approved brand and manufacture after thoroughly brushing

the surface free from mortar dropping and other foreign

matter and also including preparing the surface even and

sand papered smooth..(R&B SOR 2023-24 PG NO.-134

134 180.00 Extra over Item for every subsequent coat of approved 30.09 Smt

brand and manufacture.(R&B SOR 2023-24 I.C.NO. 18024)

135 180.00 Extra over Item or distempering with oil bound washable 8.04 Smt

distemper on celling and sloping roofs.(R&B SOR 2023-24

136 142.00 Wall painting (two coats) with plastic emulsion paint of 78.44 Smt

approved brand and 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.(R&B SOR 2023-24 PG

137 120.00 Extra over item for every subsequent coat of wall painting 33.39 Smt

with plastic emulsion pain of approved brand.(R&B SOR

138 128.09 Extra over item 119 for painting with plastic emulsion paint 2.21 Smt

of approved brand on ceilings and sloping roofs.(R&B SOR

139 158.64 Applying two coats of Birla (white cement based) or Asian 40.19 Smt

(acrylic lapy- 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 matter

and sand papered smooth.(R&B SOR 2023-24 PG NO.-139,

140 432 Finishing wall with weather proof exterior emulsion paint 113.40 Smt

on wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc

complete(R&BSOR 2023-24 PG NO.-139, 19031)

141 11.00 Providing and fixing Polycarbonate roof Lexan sabic 10 mm 2094.29 Smt

th.sheets of approved make, on structural roofing / sky ligh

structures in shapes as per Architect’s drawing. The rate

shall include cost of scaffolding, screws, nuts, bolts and all

necessary fixtures and fastening etc complete (Rate

excluded structural steel work)

143 260 Painting two coats (excluding priming coat) on new steel 86.94 Smt

and other metal surface with enamel paint, brushing, interior

to give an even shade including cleaning the surface an even

shade including cleanicn the surface of all dirt, dust and

other foreign matter.(R&B SOR 2023-24 PG NO.-136,

144 324.00 Painting two coats (excluding priming coat) on new wood 87.11 Smt

and wood based surface with enamel paint, interior to give

an even shade including cleaning the surface of all dirt, dust

and other foreign matter sand papering and stopping.(R&B

145 184 Painting Two coats (excluding priming coat) on previously 104.75 Smt

painted steel and other metal surface with enamel paint,

brushing to give an even shade including cleaning the

surface of all dirt, dust and other foreign matter.(R&B SOR

146 94.00 Painting one coats (excluding priming coat) on previously 55.13 Smt

painted wood and wood based surface with enamel paint, to

give an even shade including cleaning the of all dirt, dust

and other foreign matter.(R&B SOR 2023-24 PG NO.-137,

147 16.00 Labour charges for cleaning U.G. & O. H. tank by modern 650.00 No.

science technology with six stage process as below (1)

Dewatering existing water by submersible pump. (2)

Hydrojetting by 150 kg. per sq.cm pressure. (3) Vaccum

cleaning to suck the sludge & Turbidity on bottom surface

(4) Heat air system by 80 degree c. tmp. for drying corners

& all sides of tank. (5) Anti bacterial chemical spraying to

all surface of tank and then (6) Ultra violet radiation pan

Treatment to tank in this six stages on site classic supply etc.

shall be provided by Muni. Corporation. without charging

any extra cost. The complete tank ckeaning by mono

cleaning systems as directed, rate of above process are as

below capacity of tank. (Approved Rate)

148 24.00 Providing and fixing of mirrors of 5 mm thick on walls of 2281.00 Smt

wash basin counters , toilet area etc, including all hardware

and fixing details and position as per consultant design and

drwaings of the consultant, as directed and to the

satisfaction of the Consultant / Engineer in charge.

(Approved Rate)

149 22.00 Providing and applying texture paint at approved quality, 495.00 Smt

colour scheme, including preparation of surface, primer

coats+2 coats of putty and texture paint, as per

manufacture's specification, scaffolding, roller finish etc

complete as per instruction of engineer in charge

(Approved Rate)

150 2.00 Supplying and installation of 10mm thick recycled rubber 1234.00 Smt

flooring having anti-skid and sound absorbing properties,

square shaped, with different color optns for create flooring

pattern, should be installed with proper adhesive as per

manufactures's guidelines, joints of surface to be done

properly to prevent dirt & watepenetration inside the

surface. etc complete as per instruction of engineer in

charge (Approved Rate)

151 4.00 Providing and applying vinyl paint at approved quality, 1721.00 Smt

including fixing laminate on surface, as per manufacture's

specification, finish etc complete as per instruction of

engineer in charge (Approved Rate)

152 32.00 Providing and Fixing Metal Jali, making of Wooden Patti 1437.00 Smt

Frame of size 25 mm x 25 mm for Ventilation etc. complete

as directed. (Approved Rate)

153 Providing and fixing 35mm thick flush shutter for doors,

windows & clearstory windows incl. Indian teak wood

frames 12 cm x 7 cm including anodized alluminium fixture

and fastenings incl. primer coat of approved quality and two

coats of oil painting etc. complete.(Fully pannele or partly

panneled and partly galzed door) (Approved Rate)

1.00 Flush shutter with both side laminate 4800.00 Smt

154 7.00 Arrangement of zula with two or nece. skilled labour for 950.00 No

repairing & maintenance work out side building work

etc.complete as per insructer incharge(At any floor level)

(Approved Rate)

155 7 Providing Scaffolding for Demolition Plaster Work & 40.00 Smt

painting work by 'H' Frame Stand of by any means like

bamboo, balli etc. including carting material work site and

removing after completion of work. Rate include any type

rent etc. complete for any height as directed by engg. in

charge. (Approved Rate)

156 8.00 P/F of 1/2 HP submersible pump in underground water tank 6321.43 No

with necessary connection, starter,electrical fittings and

water level controller (ISI marked )(R & B Electrical SOR

Section 9-4-1(a)

157 48.00 Providing, Manufacturing, Fixing Chain Link Jali 8".0" X 1940.00 Rmt

4".0" as per detailed Sketch & instruction of Engineer in

Charge same as Lal Darwaja Garden Pattern Consisting of

3" dia MS pipe A class 5".4" height fixed at 8".9" in C.C.

(1:2:4) block of 9" X 9" X 9" size chain link jali 2" X 2" X

10 gauge fixed in 35 X 35 X 5 mm MS angle frame of 8".0"

X 4".0" size with MS flat of size 25X3 mm welded with jali

etc. Comp. The Jali is to be Welded to MS angle with MS

Flat as per instruction given. The MS Pipe Jali, MS angle

frame are to be painted one coat of primer & two coats of

paint as directed, in line and level.The two hold fast has

been welded at equal distance at the bottom angle of jali for

support fixed in C.C. as directed by Engg. in Charge.

(Approved Rate)

158 6.00 Supplying & Fixing of bird protection net made from co- 422.18 Rmt

polymer nylon net (U/V stabilised) having yarn breaking

strength 23.08 kg. including Necessary scaffolding etc

complete as per instruction etc. complete as directed.

including all tax (App Rate)

159 Proding and supplying ISI standord RCC pipes (of sulphate

Ressisting Cement) in standord lengths of following class

and diameter sullable for wither collar joints or rubber ring

joints including all taxes insurance transportalion freight

charges octrol inspection charges loading conveyance to

departmental stores stacking etc. (note One coller should be

supplied with each full lenght plain ended RCC pipel cost

included in rates below One runbber ring shoudid be

supplied with each full lengh socketed pipe cost included in

rares below) (RCC PIPES HORIZONTAL CAST) (Class

NP3 Test Pressure 0.7 KG/SQ.CM) (W&S sor 22-23 I.no

10.1.D Pate 1&2 a material sec)

160 Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement plaster

inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber seat

cover etc.completed.

a 3.00 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 2261.61 No

b 3.00 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 2874.11 No

161 Constructing Slab Type M.H. Chamber Of The Following

Size Including Excavation, Refilling, Brick Bats Cement

Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4)

of thickness 10 C.M., finished 15 mm thick cement plaster

inside & outside (Only for shaft) In Cm 1:3, Finishing With

Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps

35 Cm C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc

Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering

& Reinforcement (Single jalli at 15 C.M. c/c bothway

mm dia.)But Excluding The Cost Of Manhole Seat Cover

Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear,

M.H. length should be parallel to the flow)

a 1.00 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 No

b 1.00 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From 11395.5 No

163 Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris

from MH and carting the same as directed.

a 2.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No

b 2.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No

164 Providing F.R.C. MH seat cover incl. carting to the work No

site etc. comp. Directed.

a 8.00 (SET cover and frame) F.R.C. Medium Duty [MD-10] 4025.42 Set

Machinehole Covers & Frames- 560mm o clear

opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table 1 (SET

cover and frame)

b 10.00 SET cover and frame) F.R.C. Light Duty [LD-2.5] 3262.71 Set

Machinehole Covers & Frames- 560mm o clear

opening, The dimension of frame and cover as per

mentioned in Amend No.1 to IS 12592 : 2002 table

165 24.00 Providing & Supplying JCB Machine on rental basis in case 535.71 Hour

of emergency situation and break down type work & also

during unavoidable condition as per instruction of engg. in

charge, rate includes all nece. shifting, fuel and operating

charges and stacking of useful & non-useful materials

separately up to store. (No payment should be allowed for

non working condition of machinery and for pipe line

excavation and laying work)

166 20.00 Hiring of tractor with trolley considering 8 Hrs. as working 2104.09 Day

day hours incl.Driver (GWSSB SOR 2022-23) Part-2 E

(Misc) It.No.7, Pg.No.105

167 36.00 Labour charges - Plumber (Fitter).(R&B SOR 2023-24 PG 697.00 Each

168 36.00 Labour charges - Welder.(R&B SOR 2023-24 PG NO- 689.00 Each

169 20.00 Providing and fixing SS 304 Railing over the ramp rate 2455.36 Rmt

includes fixing pipe in floring etc. As per instruction of

engg. In charge (Appr. Rate)

170 20.00 S.S. Railing pipe 50 mm x 16 G ASIS 304 1004.24 Rmt

Grade(Ahmedabad City SOR 2023-24 PG.No-27 I.C.M714)

171 24.00 Labour charges - Breaker(Ahmedabad City SOR 2023-24 612.00 No

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Additional City Engineer

mobile no. (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for

the work mentioned below.

1 Name of work Regarding repair/renovation works in the Municipal Corporation

Kashiba Hospital, Gymnasium and other different buildings in Vatwa

Ward of South Zone as per requirement. (ARC)

2 Time Limit 12 Months

3 Tender Validity Period 120days from the date of submission of the tender

4 Eligibility Criteria Register “E1” class in PWD in Govt. R&B/CPWD/AMC orequivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.49,99,700/-

6 Earnest Money Deposit Rs.49,997/-Demand Draft Or Bank Guarantee in favour of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

7 Security Deposit 5 % of the Tender Amount in form of Bank Guarantee / Demand Draft

in favour of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.1,500/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

10 Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded

from AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to

Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone

Office, Opp. Fire Station, Maninagar, Ahmedabad-380008

13 Mode of sending the Document shall be submitted in sealed envelope systems By

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

Original & One Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at this

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may rectfy

or remove or reexecute the work at the risk & cost of the contractore.

The Engineer incharge shall be entitled to appropriate the whole or

any part of the amount of security deposit towrdes they expences, If

any, incurred by him in rectification, removal or re- execution. The

defect liability period shall be as under (a) for all works costing up to

Rs. 50,000 (amount put to tender), the period shall be three months

from the cirtified date of complition. (b) for all workscosting more

than Rs. 50,000 and upto Rs. 1 crore (Amount put to tender) ,the

period shall be six (6) month from the cirtified date of compition or

one monsoon , which ever letter.(c) the major project costing more

than Rs. 1 crore , the period shall be 12 months from the cirtified date

of complition which should include one monsoon.(d) For building

works , the period specified in (a) ,(b) & (c) above or elapse of

monsoon period following cirtifide date of complition.,whichever is

letter . For the purpose of deciding the monsoon period, the

september may be treated as the last date.

16 Compansation for Delay 10 % of the balance work after Time limit expired as Peta Work

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA RA bill. It will be released along with release of payment of Final Bill.

18 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To

the Final Submission Time And Date. The Same Shall From a part Of

Tender And The Same As to be Attached Along With The Tender

19 For E.P.F. Act. As per Account department cicular no.37, date-09/08/2018

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.

The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or

all the tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl City Engineer

13. કો ાકટર ારા ઇ.પી.એફ અને ESIC ર શન ગેના અ. .ુ કોપ .નાણા ખાતા સર ુ રનં-૨૭, તા.૦૭.૦૧.૨૦૨૬

ઇ.પી.એફ .અને ESIC ર શનફર યાત ર ુ કરવા ુ ં રહશે

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

Penalty Clause:

As per the Dy.Mc.Sir Approved Reso.No.2033 date.25.08.2026 Applicable Penalty Clause Shall be enforced for

any delay or non-compliance by the contractor

Sr.N Department Category Problem SLA Beyond SLA

1 Engineering Water>> engineering Water-pollution In 24 Hour

2 Engineering Water>> engineering Water-Other 72 Hour

3 Engineering Water>> engineering Water-Low Pressure 240Hour

4 Engineering Water>> engineering Water-No Supply 240 Hour

5 Engineering Water>> engineering Water-Requirment Of 6-12 Hour

6 Engineering Water>> engineering Water-Leakage In 48 Hour

7 Engineering Drainage>> Engineering Drainage-MH Cover 24 Hour

8 Engineering Drainage>> Engineering Drainage-Other 48 Hour

9 Engineering Drainage>> Engineering Drainage-Choking Line 48 Hour

10 Engineering Drainage>> Engineering Drainage-Overflowing 48 Hour

of main line And

distribution line on

11 Engineering Drainage>> Engineering Drainage-Public Toilet 72 Hour

And Urinal-Drainage

line Blockage or

12 Engineering Road Road-Bhuva On road 48 Hour

13 Engineering Road Road-Other 48 Hour

14 Engineering Road Road-Repair Require 72 Hour

15 Engineering Footpath Road-Footpath 168 hour

16 Engineering Strom Water Road- Catchpit 96 Hour

17 Engineering Strom Water Road-Water logged 24 Hour

18 Engineering Building Engineering Building-Municipal 168 Hour

School Reparing

19 Engineering Public Building Public Building-Public 360 Hour

Toilets And Urinals-

doors,windows,tiels or

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

ybœtJtœ Bgwrlrmvj ftuvtuohuNl

çjtuf,vnujtu bt¤,mhœth vxuj CJl,œtKtveX,ybœtJtœ

Bank guarantee shall be submitted as per AMC Finance Department Circular No.06 dated 12/05/2025

A. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

 All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for theperiod

the up to March-

31, 2026. The validity

cut ct to the date of issue of Bank

date in the GR is withrespect

Guarantee irrespective of the date oftermination of Bank Guarantee.

Commercial Banks :-

2. A U Small Finance Bank

3. Bandhan Bank

4. Barclays Bank

5. City Union Bank

7. DBS Bank India Limited

9. Equitas Small Finance Bank

10 ESAF Small Finance Bank

11 Federal Bank

17 Jammu and Kashmir Bank

18 Jana Small Finance Bank

19 Karnataka Bank

20 Krur Vysya Bank

21 Kotak Mahindra Bank

22 South Indian Bank

23 Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Nutan nagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-Operative Bank

5. Saraswat Co-Operative Bank

6. SBPP Co- operative Bank Bank

7. The Cosmos co-opretive Bank

8. The Gujarat State Co-Operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commercial Co-operative Bank Limited

13. The Panchnahal Distric Co-operative

14. The Baroda Distruc Co-operative Bank

15. Baroda Gujarat Gramin Bank

The Issuing Branch Shall Be Of Ahmedabad & Gandhinagar Only.

Special Note: - Amendment, If any by finance department of A.M.C. Shall be Considered final and

Binding Contractors .

Seal and Signature of the Bidder Add.C.E (S.Z)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

1. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water

Resources Department with the latest correction slips may be referred for quality of

construction & standard of Procedure (SOP). (only English version)

2. In the specification “as directed" / "approved" shall be taken to mean "as directed /

"approved" by the Engineering in charge.

3. Wherever a reference to any Indian standard appears in the specifications, it shall be taken

to mean as reference to the latest edition of the same of force on the date of agreement.

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of

specific mention for a particulars point / aspect, the same in the relevant Indian Standards

shall be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest

to the following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or

thickness shall be followed.

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's

Consultant shall not absolve the contractor from the responsibility of replacing defective

materials brought on site or materials used in the work found defective at a later date. The

contractor shall have no claim to any payment or compensation whatsoever on account of

any such materials being rejected by the Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in charge/

Architect before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be

removed from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

12. All tools, templates, machinery and equipment for correct execution of the work as well as

for checking lines, levels, alignment of the works & all precautionary measures during

execution shall have to be kept in sufficient numbers and in good working condition at the

site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if proposed

to be adopted by the contractor shall be considered only if the contractor provided

satisfactory evidence that such special mode of construction and completion of work to the

required strength and quality. Acceptance of the same by the Engineer in charge shall not

however, absolve the contractor from the responsibility of any adverse effect and

concordance of adopting the same in the course of exaction or completion of the work.

14. The contractor shall be responsible for observing the rules and regulation imposed under

the "Minor Mineral Act", and such other laws and rules prescribed by the Government

from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various relevant

Indian Standard) shall be taken to engrave the safety of men, materials and machinery on

the work and also of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to the

quantum of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required only after necessary permission from

18. The work in general shall be carried out as per standard specifications of the relevant items

to be executed & as per the instruction of Engineer in charge & as per the guidance of

AMC's Consultant for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on

the contractor. The contract agreement shall have to be executed between AMC & the

agency to which work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work

order to the contractor after fullfillng the formality life SD & Agreement. No time

extension will be granted under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given

by Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the

22. The contractor shall take no advantage of any apparent error or omission in drawing or

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

23. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal

Corporation. will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour shall

26. Contractor is requested to see the site physically before tendering. He is also requested to

quote the rates keeping in view of all the points mentioned in relevant pages of tender

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped

water for the construction of the works and provide a satisfactory supply of potable water

for drinking, washing, sanitation and cleaning down. The contractor will be responsible for

all the costs where applicable of connection, meter installation, water consumed, water

required for testing purposes, disconnection and the laying, maintenances and ultimate

removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the

contractor must make his own arrangements with the Corporation and Electricity Supply

Authorities and with other contractors to connect and to take a supply from such services,

paying all costs in connection therewith.

The Contractor shall be entitled to use supply Electricity as may be available on the site for

purpose of the work and shall pay such charges as is fixed by the appropriate supply

In case there is any delay in supply of power site of any interruption or fault in the power

during the work. No compensation shall be paid for idle labor staff, machineries and for use

of diesel operating sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility

criteria mentioned above along with the bid. They shall have also to submit the income tax

clearance certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or

materials advance will be given.

31. The contractor shall get the electrical works executed through the authorized Government

approved licensed electrical person or firm in appropriate category in accordance to

contractual provisions.

32. The electrical works shall be carried out strictly in accordance with the directives issued by

Engineer in charge.

33. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes &

thereby total amount of work increases/ decreases.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on

the contractors.

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease

the scope of work. No any claim to that effect shall be entertained. The Municipal

Commissioner also reserves the right to reject any or all the tenders without assigning any

reason thereof.

36. The contractors are requested to quote their rates considering above tender conditions.

37. The contractor shall have to paid balance Security Deposit within 10 days from the date if

issue of Letter of Interest (LOI). And after paying the balance S.D. the time limit will be

started & Execution of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 10 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any other

special reason (like site is not available), after evaluation of situation the actual date of

starting of work will be consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal

Signature of contractor with seal Additional City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad MunicipalCorporation,

A'bad specified up to his first written demand, without demur without delay andwithout the necessity

of a previous of judicial or administrative procedures and without thenecessity to prove to the Bank

the defects or short comings or debits of the contractor any sumwithin the limit of

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring the

period that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)we

shall be discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted

and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Add.C.E (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works:- Civil work and repair/renovation work as per requirement in various schools

run by the Nagar Primary Education Committee in Vatwa ward of South Zone. (A.R.C)

I/We the undersigned have carefully gone through and clearly understood the Tender

documentsfor the above work. I/We have satisfied myself/ourselves as to the location of site, examined

drawings.I/We have visited site & fully acquainted with local situations regarding materials, labours & others

factorspertaining to work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument

and with such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B or

at such other rates as maybe fixed under the provisions of these conditions.In the event of this tender being

accepted I/We agree to enter into an agreement and when required andexecute the contract, according to your

fom1 of agreement as or in default where of I/we bindmyself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC fromthe

date of receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and takenecessary action

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for thesum

as mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer IfI/We fail to

commence the work specified. Otherwise the said sum shall be retained, by the Employer as onaccount of such.

Security)' Deposit'.' as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance

withConditions in the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date

ofopening of the tender.

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work,

octroiduties and other prevailing Government taxes/charges on such items on which the same are leviable and

therates quoted by me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

1. mbgbgto>t ykdu yuj.ytu.ytR. ytÃgt ctœ 1૦ rœJm mw^ebtk sÁhe me¾gtuhexe rzvtuÍex Che ðgth ctœ&e dKJtbtkk ytJNu. <ubs

ðgth ctœ Jfo ytuzoh R~gw &gu&e mbtg bgtoœt NY &guje dKtNu.<&t <u mt&u fhthvºt fhJtltu hnuNu. ylu <u bwsc ftb NÁ fhJtle

<theF dKJtbtk ytJNu. yuj.ytu.ytR. ytÃgt ctœ me¾gtuhexe rzvtuÍex ChJtbtkk rœl -1૦ fh<tk J^w rJjkc ltk rfMmt btk <ubs

Jfo ytuzoh ytvu&e ftb NY fhJtbtkk rJjkc &gu&e «r<rœl bkswh xuLzh hfbltk 0.01 % juFu vulÕxe cej btk&e ftvJtbtk ytJNu. <ub

A<tk rJrNÐ rfMmt btk atubtmt ltk fthKu y&Jt yrlJtgo fthKtumh ftb NÁ &R Nfu <ub l ntug <u rfMmt btk gtuøg<t aftme

zu.Bgw.frb©h (œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 1૨0 r>Jm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the ftuLx[tfxhle

5. htsg / fuL÷ mhfth©elt JF<tuJF<lt ftg>t Bþsc su ftuE hfble fvt< fhJtle &Nu <u bwsc ftuLx[tfxlt cejbtk&e fvt< fhJtbtk

6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e ftve juJtbtk ytJNu.

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.

9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk

hSMxuNl fhtJJtLþk hnuNu.

10. yt Wvhtk< y.BGþ.ftuvotu. lt slhj ftuLx[ufx fLzeNl ylu xuLzhle Nh<tu ck^lf<ot hnuNu. su BGþrl.ftuvtuohuNl Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

13. xuLzh MJefthÔþ, h> fhÔþ, ftulu ytvÔþ ylu fgt CtJ&e ytvÔþ <u ykdu zu.BGþrl.frbNlh©eltu rlKog ytFhe hnuNu.

14. >huf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk btLg ^tht

^tuhKtu Bþsc hnuNu ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxh´d fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ

WvtzJtbtk lrn ytJu <tu ftuLx[tfxhltk Fauo ylu òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e

hfb ftve juJtbtk ytJNu.

15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk vzNu. yuf

ftb ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

16. atÕþ ftbu ftuEvK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEl lu LþfNtl &Nu <tu <ule mkÃËKo

sJtcœthe (òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg

<ule sJtcœthe ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the

vK vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt,

mtuh´d ylu Mx[x´d fhJt rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu

BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz

y^h fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu.

juch yufx «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu <ulu vubuLx ytvJtbtk ytJNu lrn

<ubs ct¤ bswhtulu ftb Wvh htFe NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu

ftuLx[[tfxhlu ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn

fu ftg>tfeg ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.

21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle

J^thtle ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u

hesufx btjltu rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk

btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch

yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the

yb.BGþrl.ftuvtuo.lt fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk

btuò rJduhu ftuLx[tfxhu VhSgt< ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch

yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft

øþsht< çþf Mxtumo 20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t

Bgwrl.MxtVlu juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo

&gtltk Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e

ftuBÃGþxhbtk Vtuxt x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt

Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l

&E ntug ðgtk ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb

NY fhtJJtLþk hnuNu.

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug

<tu btfuox huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu.

J^tht le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv,

ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne

juJtle hnuNu, <ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj

ntug <tu <uLþk ftuBÃjtgLm ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle

m•tt yuze.mexe yuLSlegh©elu hnuNu <u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mne - rm¬tu yuze.mexe yuLSlegh

btuctEj lkch mt&u (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works. Progress

of work should be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as

per design and instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be

brought by him on site. This account shall be regularly maintained and kept open for inspection by

Municipal Staff. Watering of all the items shall be as per instructions otherwise no payment shall be

made to contractors. Mixing of concrete shall be done by concrete mixer machine. Arrangements of

binding vibrator for R.C.C. works if required shall have to be made by the contractor.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The

contractor shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic.

He shall be responsible for any damage to public. If any incident happen, during the execution of

work. In case of dispute for unseen or overlooked items the decision of the Dy. City Engineer shall be

final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the rejected

materials shall be removed from site within 24 hours by contractor at this risk and cost. Debris shall

have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall

have to prepare through of bigger size and mix the mortar in the required proportion. In on case he

shall be allowed to mix the mortar either on floor or any finished surfaces. The contractor shall have to

make his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest

SOR or if item is not available in SOR than based on current market rates. In case of extra item

decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the

propose work the contractor shall carry out the same at his quoted rates without charges any extra and

the contractor will have to carry out the works and he will be paid at the rate quoted by him. No claim

for extra rate for subsequent changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors

shall have to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor

will be fully responsible for compliance of the various provisions under contract Act. 1970 and the

Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of

the tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on

his own during the period. If any tenderer withdraw or makes any modifications or addition in the

terms and conditions of his tender not acceptable to the Municipal Corporation the Municipal

Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If work is not started within specified time limit i.e. within ten days from the date of order to

start the work the penalty of the 0.01% tender Amount per day of delay of start shall be recovered

separately from the immediate bills payable to the contractor. Contractor has to make his own

arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of

iv) Condition of Form - B1 only Standard Specification of material & code of practice will be

applicable. Form B1 can be is available in website. Specification shall be as per ' R& B Dept. -

Govt. of Gujarat booklets of Building Works & and Road Works Specifications published by

Gujarat Book Depot, Sector-21. Gandhinagar. Other techinical condition will be applicable as

per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP ADD. CITY ENGINEER

Mobile No.:- (South Zone)