Place making of Footpath at Opp. Side of Narrottam Zaveri Hall in Paldi Ward, West Zone

Name of Work:- "Placemaking of Footpath at Opp. Side of Narrottam Zaveri Hall in Paldi Ward, West Zone.

Total Qty. Item Description Unit Rate Total Amount

Total Qty. Item Description Unit Rate Total Amount

Clearing and grubbing road land including uprooting rank

vegetation grass bushes,shrubs,sapling and trees girth up to

1 660.00 300 mm removal of stumps of trees cut earlier and disposal of Sqm 2.81

unserviceable materials (C) By mechanical means in area of

Excavation for foundation including sorting out stacking of

2 97.00 useful material & disposing of excavated stuff upto 50 mt. Cum 115.92

lead. Loose or soft soil. (A) up to 1.5 mt. depth

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm.

in depth consolidation each deposited layer by ramming and

watering etc complete as directed by EIC.

Conveyance charges of earth lime, murrum, building rubbish,

4 10.00 manure, garbage, sludge, excavated rock, fly ash, aggregate of Cum 326.73

any kind etc. comp. upto any lead. up to 5.0 km

5 18.00 Above 5.0 km & up to 10.00 km Cum 363.78

Filling in plinth with sand under floors including watering,

6 1.00 ramming, consolidating, compacting and dressing etc. Cum 455.63

Filling in foundation and plinth with murrum or selected soil

7 1.00 in layers of 20cm. thickness including watering, ramming and Cum 286.20

consolidating etc. complete.

Providing and laying cement concrete 1:2:4 (1 cement:

coarse sand : 4 graded stone aggregate 20 mm nominal size)

and curing etc complete excluding cost of form work in (A)

Foundation and plinth

Providing and laying in position Ready Mixed M250 grade

concrete for reinforced cement conctere work , using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the

9 4.00 cost of centering shuttering finishing and reinforcement Cum 4,853.56

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete, improve

workability without impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly Ash (Min.

cement level as per latest IS 456 shall be maintained) (Cement

For R.C.C. Work of any shape of Footing, Column, Beam,

Slab, Staircase, Lintel, Chajja, Walls etc.

Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position complete

for any floor, any height, any shape, any level any leand and

Centering and shuttering including strutting, steel plates

stiffened by steel angles, propping etc. and removal of form

work for any floor, any shape, any height, any level, any lead

and any lift for:

Foundations Footings Bases of Columns etc. and Mass

Flat surfaces such as soffits of supspened floors slabs

Landings and the like

11.3 7.00 Columns PillarsPosts and struts for all type of plan. Sqm 297.68

Sides and soffits of Beams Beam Haunchings cantilevers

Girders Bressumers and Lintels

Drilling hole of required diameter and depth as directed for

fixing of rebars,using hammer drill, cleaning the hole using

mechanical air flower, water etc,providing and fixing rebar in

12 17.00 the drilled hole using Fischer - FIS 360 or Equivalent No. 124.00

approved make Cementetious chemical grout and sealant with

necessary scaffolding, staging, labour, tools and equipment

etc. complete as directed by Engineer-in-charge.

(a) 8 mm dia bar (100 mm depth)

13 17.00 (b) 10 mm dia bar (100 mm depth) No. 142.00

14 17.00 (c) 12 mm dia bar (125 mm depth) No. 178.00

15 17.00 (d) 16 mm dia bar (175 mm depth) No. 425.00

16 17.00 (e) 20mm dia bar (200 mm depth) No. 636.00

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation

and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)

(B) Conventional

Brick work using common burnt clay building bricks having

crushing strength not less than 35kg/Sqcm. In cement mortar

18 9.00 1:6 (1 cement : 6 fine sand) etc. complete as directed by EIC. Cmt 4,253.46

(B) Conventional

(i) Ground Floor

Providing & fixing 23 cm wide chicken mesh jali with nails &

19 58.00 then application of 15 mm plaster on R.C.C.&masonary joints Sqm 253.00

as per dir. of engg. In charge.

Demolition and disposal of unserviceable materials with all

lead and lift. (ii) Cement Mortar.

Demolition of Brick work and stone masonry including

stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (ii) In Cement

Removing Plaster & dry or oil bound distemper by a washing

22 265.00 and scraping and sand papering the wall surface smooth Sqm 11.18

including necessary repairs to scratches complete.

Providing 20 mm thick double coat mala cement plaster on

Exterior brick / concrete work for plastering comprising of

base coat of 12 mm thick cement plaster in cement mortar (1

Cement : 4 coarse sand) in rough finishing and 8 mm thick top

coat of cement mortar 1:2 (1 Cement : 2 Coarse sand) finished

with trovel including scaffolding curing etc. complete.

Providing 15 mm. thick cement plaster in single coat on fair

side of brick wall for interior plastering upto floor two level

24 54.00 finished even and smooth in [II] Cement mortar 1:4 (1 cement Sqm 155.61

: 4 fine sand) For all levels, hights and leads of works. etc.

complete as directed by EIC.

Finishing wall with weather proof exterior emulsion paint 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

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall surface

26 54.00 to give an even shade including throughly brushing the Sqm 78.44

surface free from mortar droppings and other foreign matter

and sand papered smooth.

Applying two coats of acrylic lapy (putty) & two coats of

primer of approved brand and manufacture on new wall

27 54.00 surface to give an even shade including thoroughly brushing Sqm 40.19

the surface free from mortar dropping and other foreign matter

and sand papered smooth.

Writing letter or figures on any surface with paint given by

architect under the instruction of EIC.

Providing and laying cladding min.18 mm th. machine cut

and mirror polished granite stone for column / wall cladding

by using araldite, stainless steel pins it required including

scrapping the surface and making the surface preparation for

cladding. Also include for finishing the joints and exposed

edges shall be polished and finished with white cement slurry

admixed with the approved shade pigment to match the shade

of tiles as per inst. of Architect etc., complete including

champhered edges & V grooves complete as per design.

Including cost of 20 mm thick backing coat in C. M. 1 :

Providing and fixing 18 mm thick granite gang saw cut,

mirror polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, door / window sills , facias

and similar locations of required size, approved shade, colour

30 11.00 and texture laid over 20 mm thick base cement mortar 1:4 (1 Smt 3,245.21

cement : 4 coarse sand), joints treated with white cement,

mixed with matching pigment, epoxy touch ups, including

rubbing, curing, moulding and polishing to edges to give high

gloss finish etc. complete at all levels.

Providing and laying 18 mm thick Granite stone in single

piece (min. size 1500 mm) for staircase flooring landing,

risers & treads, skirting over 10 mm. (average thick base of

cement mortar 1:3 (1 cement : 3 coarse sand ) and laid over

and jointed with grey cement slurry including rubbing and

polishing etc. complete. including making edge rounded

including making rough finish at edge & groove etc.

Structural steel work (Confirming to IS 4923-1997) riveted,

bolted or welded in builtup for all type sections, in framed

work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete

as per the structural designs and directions of Engineer in

Painting two coats (excluding priming coat) on new steel and

other metal surface with enamel paint, brushing, interior to

33 8.00 give an even shade including cleaning the surface an even Smt 86.94

shade including cleanicn the surface of all dirt, dust and other

foreign matter.

Providing throating or plaster drip and moulding to R.C.C.

Providing cement vata (10cm. x 10 cm. size) quarter round in

35 13.00 cement mortar 1:1 including neat cement finishing, watering Rmt. 23.45

Providing and fixing pre-cast Rubber Dye / steel Dye inter

locking concrete block 60mm thick with grade of concrete

M300 pnumatic compressed / vibrated mechanically and as

36 242.00 per approved design Confirming to IS 15658 : 2006 including Smt. 680.10

35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP

Providing and fixing pre-cast concrete kerb stone of gray

cement based concrete block 30cm length,30cm height and

37 550.00 15cm thick of M250 grade concret as per approved design and Rmt. 358.06

including excavation for fixing in proper line and level,filling

the joint with C:M 1:3 (1 cement : 3 fine sand) etc complete

Carring out plinth treatment to post construction / existing

structure by spraying chemical solution for termite control

treatment including labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles 20 EC. As

38 33.00 Per 6131_paret-II Consentration Weight one percent is Sqm 104.90

recommended i.e one litre 20 EC chemical emulsion with

liter give 1 % concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre chemical / Sqm of

surface is recommended as per I.S.

39 418.00 Fertilizer (farm yard manure) for plantation area (2” layer) Sqmt. 150.00

Providing pesticides ,dust as directed by architect engineer

Providing pesticides ,liquid as directed by architect engineer

Grassing with selection No.1 grass In rows 5 cm apart in both

directions including watering and maintenance of the lawn for

3 months or more till the grass forms a thick lawn, free from

42 418.00 weeds and fit for mowing including supplying farm clay up Sqmt. 289.84

300 mm thick, sludge, manure,pesticides , extra earth,

disposal of rubbish, trench excavation and all labour with lead

and lift etc. complete as directed by EIC.

Providing & Planting of Deep rooted Tree plants required

Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with goodearth

with mixing of cow dong and pesticide.planting the following

43 2.00 plant of 4' to 6' height stack it well, maintain it for 3 month Nos. 250.00

name of plants as below etc completed as dircted by

Champa Tree (6')

44 2.00 Garmalo Tree (6') Nos. 275.00

45 2.00 Bottel Plam (6') Nos. 600.00

Providing & Planting of Deep rooted exoitic palm trees

Digging of pits 0.6mt. x 0.6mt x 0.6mt, filling with good earth

with mixing of cow dong and pesticide.planting the following

plant of 8' to 10' height stack it well, maintain it for 3 month

as below etc completed as dircted by E.I.C/PMC.

Ashoka Tree (8')

47 1.00 Gulmohar Tree (8') Nos. 300.00

48 1.00 Kadam Tree (8') Nos. 300.00

49 1.00 Neem Tree (8') Nos. 270.00

50 1.00 Saptapani Tree (8') Nos. 275.00

51 1.00 Golden Bamboo Plam (8') Nos. 150.00

Providing & Planting of Ornamental shurbs Digging of pits

0.6mt. x 0.6mt x 0.6mt, filling with good earth with mixing of

cow dong and pesticide.planting the following plant of 4' to 6'

height stack it well, maintain it for 3 month as below etc

completed as dircted by E.I.C/PMC.

Rafic Plant (4')

53 3.00 Red Ixora Plant (4') Nos. 125.00

54 3.00 White Ixora (4') Nos. 125.00

55 3.00 Karan Plant (4') Nos. 60.00

56 3.00 Canna Plant (4') Nos. 12.00

57 3.00 Panama Rose Plant (4') Nos. 75.00

58 3.00 Lily Plant (4') Nos. 12.00

59 3.00 Song of India Plant (4') Nos. 150.00

Providing and supplying fine river silt (Kamp) as directed by

Point WiringProviding and erecting ISI mark Medium class

RIGID PVC PIPES of following size complete to be erected

on/in wall or ceiling erected with necessary PVC fittings &

Junction boxes fixed with adhesive solution & Clamps with

following dia of pipes, in approved manner as directed Supply

and laying of 25 mm rigid PVC pipe of 1.6-1.8 mm thickness

Supply and laying of 32 mm rigid PVC pipe of 1.6-1.8 mm

Supply and laying of 40 mm rigid PVC pipe of 1.6-1.8 mm

MAINS : ( not for Point wiring )

Supplying and Laying of mains with Cu. PVC insulated

flexible wire with ISI and FIA approval for 650 V/ 1100 V

with earth wires of Cu. PVC insulated flexible wires with ISI

approval for 650 V/ 1100 V as earth wires with Suitable dia

rigid PVC Pipe of Heavy Gauge ( Scope Also includes Supply

Supplying and Laying of 2 nos. of 6 sq mm Cu. FRLS

flexible wires with 1 nos 2.5 sqmm Cu. FRLS flexible wires

with 40 mm dia Pipe

Supplying and Laying of 2 nos. of 4 sq mm Cu. FRLS

65 50.00 flexible wires with 1 nos 2.5 sqmm Cu. FRLS flexible wires Mtr 132.00

with 25 mm dia Pipe

Supplying and Laying of 2 nos. of 2.5 sq mm Cu. FRLS

66 200.00 flexible wires with 1 nos 1.5 sqmm Cu. FRLS flexible wires Mtr 78.00

with 25 mm dia Pipe

Supplying and Laying of 2 nos. of 1.5 sq mm Cu. FRLS

67 200.00 flexible wires with 1 nos 1.5 sqmm Cu. FRLS flexible wires Mtr 59.00

with 25 mm dia Pipe

All MCB's, ELMCB's, ELCB's should be of 10 KA only

providing and erecting Miniature circuit breaker single pole

0.5A to 2A system and having breaking capacity 10 KA to be

erected in existing box. confirming to IS 8828/1996 with ISI

69 2.00 6 to 32 A SP MCB Nos. 111.00

70 2.00 6 to 32 A DP MCB Nos. 297.00

72 2.00 6 to 32A / 100 mA DP ELMCB Nos. 1950.00

73 2.00 40 A / 100 mA DP ELMCB Nos. 2213.00

Providing & erecting 415 V MCB three Pole for Motor &

Inductive Load (C Curve) having 10KA breaking capacity &

74 2.00 confirms to IS :8828 in existing box having following Nos. 582.00

(a) 6 to 32 Amp. Cat.III

Providing & erecting 415 V MCB three Pole for Motor &

Inductive Load (C Curve) having 10KA breaking capacity &

75 2.00 confirms to IS :8828 in existing box having following Nos. 641.00

(b) 40 Amp. Cat.III

Providing & erecting 415 V MCB Four Pole for Motor &

Inductive Load (C Curve) having 10KA breaking capacity &

76 2.00 confirms to IS :8828 in existing box having following Nos. 590.00

6 to 32A FP MCB

Supplying & erecting approved make Digital time switch

having lithium cell 6 years operative and operate battery

backup 1 channel day clock with 14 memory programme,

suitable to operate on 240V + 5%, 16A with, floating contacts

78 2.00 Minimum switching setup time 1 minimum & LCD display. Nos. 3137.00

Also comprised permanent ON/OFF switching. Programming

switches & housed in fire proof thermoplastic enclosure &

transparent cover erected as required with necessary

connection erected as directed.

79 2.00 25 Amp DP Dinrail Mounted Contactor Nos. 2234.00

80 2.00 40 Amp FP Dinrail Mounted Contactor Nos. 3674.00

81 2.00 SITC of IP65 Polycarbonate enclosure for DP MCB Nos. 1882.00

82 2.00 SITC of IP65 Polycarbonate enclosure for FP MCB Nos. 1995.00

Making trench in soft soil of suitable width of 90 cms deep for

laying cable or locating the fault all over the run and

backfilling the same and making the surface proper. Providing

and erecting iron clad cable route marker duly marked with

ELE.CABLE of size 23 cms.X 12 cms. Flushed with ground

in cement foundation as directed by Engineer in charge. The

width shall be as per requirement

Covering of cable with second class bricks laid cover the

cable crosswise & also on both sides with covering of 7.

Cms. layer of sand above & below cable (cable shall be laid in

0.9mtr.deep & 0.4 Mtr.wide trench). Where there are more

than one cable in the trench on either side of the cable, 5 Cms.

over lapping of bricks shall be provided.

Supply, Installation, Testing, Laying, Commissioning of

following 1100 volt grade XLPE insulated PVC sheathed

aluminum / Copper conductor armored cables as per

(IS:7098)(I)-88 ISI marked & specification in trenches, cable

trays, ducts, over bed of sand, clamped to wall with suitable

clamps including, saddles fixing bolts, connecting testing and

commissioning with identification tags at every 10 mtr. &

Both ends. with All the fixing accessories, excavation Back

filling & Cable protection with Bricks as per the drawing ( If

25 sq.mm x 4 c Al. XLPE Arm. Cable

86 80.00 16 sq.mm x 4 c Al. XLPE Arm. Cable Mtr 150.00

87 50.00 10 sq.mm x 4 c Al. XLPE Arm. Cable Mtr 137.00

Providing & erecting XLPE(IS:7098) (I)-88 ISI armoured

cable multistrand copper conductor for 1.1 KV. To be laid on

88 20.00 wall with necessary clamps or in existing trench / pipe at road Mtr 390.00

crossing or floor of following size cable.

6 sq.mm x 3 c cu. XLPE Arm. Cable

Providing & erecting XLPE(IS:7098) (I)-88 ISI armoured

cable multistrand copper conductor for 1.1 KV. To be laid on

89 20.00 wall with necessary clamps or in existing trench / pipe at road Mtr 283.00

crossing or floor of following size cable.

4 sq.mm x 3 c cu. XLPE Arm. Cable

Supply & Laying of 1.5 sq mm x 3 core round flexible wire

in prelaid pipe / Raceway.

Supply & Laying of 2.5 sq mm x 3 core round flexible wires

in prelaid pipe / Raceway.

Supply & Laying of 4 sq mm x 4 core round flexible wires in

prelaid pipe / Raceway.

Cable Termination

SITC of Cable end termination of the following XLPE

insulated PVC sheathed aluminum/copper conductor armored

93 2.00 cables of 1100 volt grade including supplying and fixing of Nos. 111.00

bimetallic Long neck crimping lugs, double compression type

Brass glands with earthing.

25 sq.mm x 4 c Al. XLPE Arm. Cable

94 10.00 16 sq.mm x 4 c Al. XLPE Arm. Cable Nos. 107.00

95 10.00 10 sq.mm x 4 c Al. XLPE Arm. Cable Nos. 90.00

SITC of Cable end termination of the following XLPE

insulated PVC sheathed aluminum/copper conductor armored

cables of 1100 volt grade including supplying and fixing of

bimetallic Long neck crimping lugs, double compression type

Brass glands with earthing.

6 sq.mm x 3 c Al. XLPE Arm. Cable

SITC of Cable end termination of the following XLPE

insulated PVC sheathed aluminum/copper conductor armored

cables of 1100 volt grade including supplying and fixing of

bimetallic Long neck crimping lugs, double compression type

Brass glands with earthing.

4 sq.mm x 3 c Al. XLPE Arm. Cable

SITC of Round Flexible wire end termination of the following

insulated PVC sheathed copper conductor Wires of 1100 volt

grade including supplying and fixing of bimetallic Long neck

crimping lugs, IP66 / 67 - 3 mm thick Thermoplastic long

entry glands of Hensel / Spelsberg with Strain relief and Lock

1.5 / 2.5 Sq. mm x 3 / 4 core round flexble wire or Similar dia

4 / 6 Sq. mm x 3 / 4 core round flexble wire or Similar dia

Supplying and erecting LED street light / Flood light fittings

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing

with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver efficiency

> 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of

Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(B) Flood Light (IP-65), Surge protection -4KV integral and

,Light must have 440VAC line supply with over-voltage

(iii) Above 60 to 90 watts

Supplying and erecting LED street light / Flood light fittings

with High power White LEDs wattage of 3 Watt and above

assembled on single MCPCB, efficiency more than 130 lm/w

and corrosion free High pressure die cast aluminum housing

with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses,

with toughened glass with company mark/name engraved or

embossed 160 to 270 V,Power Factor more than 0.95, THD <

10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,

Luminaire efficacy> 100 lumens/watt . LED driver efficiency

> 85 %.( fittings required LM-79 & LM-80

certificates)(NOTE: Below description have shown ranges of

Wattage capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)(C)

Post Top Lantern LED fitting comprises of finish cast

aluminum spigot and spun aluminum canopy fixed with opal

polycarbonate, pipe arrangement for vertical mounting driver

and accessories wired upto terminal block.IP 65(ii)32-40W

Supplying & erecting in earthpit of minimum bore dia.

225mm size ASH or approved make Safe Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987 made

of corrosion free G.I.Pipes having Outer pipe dia of 80 mm

having 80-200 Micron galvanising, Inner pipe dia of 40 mm

having 200-250 Micron galvanising, connection terminal dia

of 14 mm with constant ohmic value surrounded by highly

102 2.00 conductive compound with high charge dissipation suitable Nos. 10489.00

for following type of applications.

For Electrical Installation covering Transformer Neutrals,

Lightning arrester Earthing, A.C.Plant& Sensitive

Computer System(like Automation, SCADA)i.e.

independent Earthing located in other than normal soil i.e.

Soft Rock, Marshy Soil etc..

-Length of Pipe : 3 Mtrs.

-Back filling Compound :2 nos Bags of 25 Kg.

Earth wire/strips :

Supply and laying cu. earthing strips for interconnecting the

earthing stations, panels, DB's etc. in built up trenches, on

walls/ceiling, buried in ground generally as specified and

103 20.00 shown on drawings complete with : fixing accessories Kg 77.00

Corrosion protection of buried conductors with bituminous

coating and covered with PVC tapes.

Providing and erecting HOT deep Galvanized strip iron wire

105 20.00 No.8 gauge bare cu. earth wire Kg 815.00

Earth Link : 40mm x 6 mm earth link fixed by necessary

screws on wall.

SITC of Water Tight Junction Box With necessary clamp for

107 2.00 mounting of the J.B. ( All the cable / wire connections to the Nos. 2940.00

JB shall be with the Water tight Glands only )

Supply of approved make FRP Pole having following

specifications: FRP Light Pole made by CNC filament

winding machine using thermoset resin polyester/epoxy resin

system) having minimum 62% glass content. The pole should

be in one piece and tapered round in shape, having smooth

finish and should be totally free from corrosion as well as non

conductive& shock proof Pole should be provided with FRP

Anchor Base and it should be heavy duty, or MS Material

duly painted with Epoxy paint. Pole should be flame retardant

as per IS 6746. Resin used shall be UV resistance and

pigmented. A highly weather resistant polyurethane coating

shall be applied to the pole after applying suitable primer

system that ensures proper adhesion of the paint. Minimum

coating thickness shall be 80 to 100 micron. Deflection of the

pole shall not exceed more than 10% of the length of pole for

the given load“ Pole should be generally made as per the

dimensional data, performance criteria and some

interchangeability features of poles as per standard ANSI C

136.20 latest version or ASTM D 4923/01 including cable

termination box with necessary accessories . The size of pole

and type of installation with foundation as per manufacturer

details and site requirement are as below

(2) Suitable for base plate mounting Double arm Bracket.

[C] Overall length of 6 Mtr. Average Thickness: 8mm.

Top/ Bottom OD Dia A/F 114/174 mm ± 2mm approx.

approx. Weight of Pole 38 kg approx. (Without Base) Anchor

Base (Size 300X300 & 18mm th.)

Supply of approved make FRP Pole having following

specifications: FRP Light Pole made by CNC filament

winding machine using thermoset resin polyester/epoxy resin

system) having minimum 62% glass content. The pole should

be in one piece and tapered round in shape, having smooth

finish and should be totally free from corrosion as well as non

conductive& shock proof Pole should be provided with FRP

Anchor Base and it should be heavy duty, or MS Material

duly painted with Epoxy paint. Pole should be flame retardant

as per IS 6746. Resin used shall be UV resistance and

pigmented. A highly weather resistant polyurethane coating

shall be applied to the pole after applying suitable primer

system that ensures proper adhesion of the paint. Minimum

109 9.00 coating thickness shall be 80 to 100 micron. Deflection of the Nos. 9696.00

pole shall not exceed more than 10% of the length of pole for

the given load“ Pole should be generally made as per the

dimensional data, performance criteria and some

interchangeability features of poles as per standard ANSI C

136.20 latest version or ASTM D 4923/01 including cable

termination box with necessary accessories . The size of pole

and type of installation with foundation as per manufacturer

details and site requirement are as below

(1) Suitable for base plate mounting single arm Bracket.

[D] Overall length of 4 Mtr. Average Thickness: 7mm.

Top/ Bottom OD Dia A/F 89/145 mm ± 2mm approx. Approx.

Weight of Pole 19 kg approx. (Without Base)

Anchor Base (Size 250X250 & 12mm th.)

Providing & laying. Double walled corrugated pipes (DWC)

of polyethylene(conforming to IS 14930 II ) Anti Rodent type

with necessary connecting accessories of same material at

110 300.00 required depth for laying of cable. below ground / road Mtr 62.00

surface for enclosing cable and backfilling the same to make

ground as per original.

AMC Finance dept. circular No – 41, Dt.08/02/2022

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

(1) All Nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to March- 31, 2022. The

validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee irrespective of the date of

termination of Bank Guarantee. Guarantees issued or Authorized by Ahmedabad Branch Only.

(1) Commercial Banks:

(3) ICICI Bank.

(5) Kotak Mahindra Bank

(6) IndudInd bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrikSahakari Bank Ltd

4. The KalupurCommerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Addl City Engineer

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION,(hereinafter called “the Employer”) invites sealed Tender

document from reputed and qualified bidders for the construction of Works detailed in the Table below:-

Sr. Name of Works Approximate Earnest Completion

No. value of works (Rs.) Money Period

1 "Placemaking of Footpath at Opp. Side Rs. Rs.20,736/- 6 Months

of Narrottam Zaveri Hall in Paldi Ward, 20,73,608.00/-

West Zone, Ahmedabad.Material From

Municpal Councillor Shree Budget or

Other Budget at Paldi Ward in West

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs.900.00 in the form ofDemand Draft / Pay Order

from any Nationalised Bank in favour of MUNICIPALCOMMISSIONER, Ahmedabad, payable at Ahmedabad,

which shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works in the above

Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER, Ahmedabad, payable at

Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone,2nd Floor,Dr. Ramanbhai Patel

Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal Corporation, 2nd

Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-

380013. in the presence of bidders or their representatives who choose to attend. In the event of the specified

date of bid submission/opening being declared a holiday for the Employer, the bids shall be received /opened

on the next working day at the same place and the same time.

TERMS & CONDITIONS

A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) TECHNICAL SPECIFICATION/MAIN CONDITION

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender fee & EMD (Draft

/DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate envelope (marked

as “original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed Post/ Hand Delivery in

duplicate.The Bid envelopes shall be marked as follows:-

 Tender Document

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility for the

misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the bidder.

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid ofphysically submitted document of all the bids received for the package

(except those received late) containing the sealed Tender volume and other enclosures then announce the names

of bidders in the presence of bidders or their representatives who choose to attend on the date and time

mentioned in the NIT In the event of specified date of bid opening being declared as a holiday for the Employer,

the Tender will be opened at the appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer at the opening

will announce bidder’s names, , the presence/or absence of EMD, the amount and validity of EMD furnished with

each bid, is valid registration and such other details, as the Employer may consider appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the Invitation for Bid and

has not been furnished in the form, the bid shall be rejected by the Employer as non-responsive and the Tender

volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with valid EMD will be

taken up for further evaluation. In case, the Bank does not confirm the EMD, the bid shall be rejected as non-

responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly signed, meets the

eligibility and qualification criteria, has the required available bid capacity, is accompanied by the requisite

certificates, undertaking and other relevant information specified in the bid documents and is substantially

responsive to the requirement of the bidding documents and provides any clarification for ascertaining the

correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not subsequently

be made responsive by correction or modification or withdrawal of the nonconforming deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be substantially

responsive in accordance with Clause 2and qualified for award of Contract in accordance with Clause 5(General

Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and time. In the

event of specified date of bid opening being declared bidders who qualify the criteria then bidder bid will be

considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially responsive

to the bidding documents and who has offered the lowest Evaluated Bid Price, provided that such bidder has been

determined to be (i) eligible in accordance with the provisions of Clause 3(General Terms and Condition); and (ii)

qualified in accordance with the provisions of Clause 5(General Terms and Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify the successful

bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This letter shall name the

sum which the Employer will pay the Contractor in consideration of the execution, completion and maintenance of

the Works by the Contractor as prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7.A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving letter of Indent.

Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his discretion, ask any

bidder for authentication the correctness of the information/details furnished by him in his bid. Such request by

the Employer and the response by bidder shall be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from the time

of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid comparison or

contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and recommendations for

the award of a contract shall not be disclosed to bidders or any other persons not officially concerned with such

process until the award to the successful bidder has been announced. Any effort by a bidder to influence the

Employer's processing of bids or award decisions may result in the rejection of his bid.

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself on its own

responsibility all information that may be necessary for preparing the bid and entering into a contract for

construction of the Works. The costs of visiting the Site shall be at the bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter its premises

and lands for the purpose of such inspection, but only upon the express condition that the bidder, its personnel

and agents, will release and indemnify the Employer and its personnel and agents from and against all liability in

respect thereof and will be responsible for death or personal injury, loss of or damage to property and any other

loss, damage, costs and expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document for the

construction of works (as defined in these documents, hereinafter referred to as "the Works") detailed in the table

given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E1" class and or equivalent. If

contractor is not registered with AMC in the relevant class, on award of contract he shall be required to

register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the Employer shall

reasonably request.Subject to Submition of SuccsesfulSubmition as per Clause –II of R.&B.

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be required to provide

evidence of the origin of materials, equipment, and services to the satisfaction of the Employer.

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown, produced or

manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit thebidder; and

General information

All individual firms must complete the information in this form. Nationality information shall be provided for all

owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regardinglitigation, debarment, arbitration, etc.

AuthorisedSigneture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the following

a) Misleading or false representation in the forms, statements and attachments submitted and included in document.

b) Record of poor performance such as abandoning the work, rescinding of contract for which the reasons are

attributable to the non-performance of the contractor, consistent history of litigation awarded against the

applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in E-

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in E-

Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their misleading or false

representations in the forms statements etc. for the period to be decided by the Employer.

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a joint venture. A

bidder who submits or participates in more than one bid for a contract package will be disqualified.

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to comply with the

requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which are not substantially

responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and the Employer

shall be written in the English language. Supporting documents and printed literature furnished by the bidder may be

in another language provided they are accompanied by an accurate translation of the relevant passages in the English

language, in which case, for purposes of interpretation of the bid, the English translation shall prevail.

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as described in

bidding documents, based on the percentage rate amount in the Bill of Quantities submitted online by the bidder.

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and words) for

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and words) for

overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid submission specified in

Clause. The Employer as non-responsive shall reject a bid valid for a shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may request the

bidders to extend the period of validity for a specified additional period. The request and the responses thereto

shall be made in writing or by fax. A bidder may refuse the request without forfeiting his bidder agreeing to the

request will not be required or permitted to modify his bid but will be required to extend the validity of his Bid

Security for the period of the extension, and in compliance with Clause 2 ( Financial Terms & Conditions) in all

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions to Bidders.

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly authorized to sign

on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with instructions issued by the

Employer, or as necessary to correct errors made by the bidder, in which case the person or persons signing the

bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date specified in the

Any bid received by the Employer after the deadline for submission of bids will be returned unopened to the bidder.

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the Employer will

direct him to submit the Performance Security and attend the Employer's office on a date determined by the Employer

for signing the Form of Agreement.

15. The selection process will lay high emphasis on the ability and competency of contractors to do high quality work

within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner and medium, so

as to demonstrate the competency of the bidder and to allow proper evaluation, will rest entirely on the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original and extended time

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for award has

engaged in corrupt or fraudulent practices in competing for the contract in question. The Employer will declare the

firm ineligible, either indefinitely or for a stated period of time, to be awarded a contract by AHMEDABAD

MUNICIPAL CORPORATION if it at any time determines that the firm has engaged in corrupt or fraudulent practices

in competing for the contract, or during execution.

 “corrupt practice” means behavior on the part of officials in the public or private sectors by which they

improperly and unlawfully enrich themselves and/or those close to them, or induce others to do so, by

misusing the position in which they are placed, and it includes the offering, giving, receiving, or soliciting of

anything of value to influence the action of any such official in the procurement process or in contract

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement process or the

execution of a contract to the detriment of the Borrower, and includes collusive practice among bidders (prior

to or after bid submission) designed to establish bid prices at artificial non-competitive levels and to deprive

the Borrower of the benefits of free and open competition.

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without assigning

any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material misrepresentation or

provided fraudulent information / statement, the said Bidder will be liable for disqualification / rejection at any

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the Tender volume is

submitted without valid documents and without proof of eligibility criteria it will be rejected.

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or are conditional

tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing laws as well

as framed from time to time). Any penalties laid due to violation of such laws shall be directly deducted from the

contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road i.e. public

and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers, traffic signs as per

design, safety tapes etc. to be arranged at site. Necessary florescent marking on traffic signs to be provided so that

it should be visible at night. During night working hours safety in charge personnel shall be provided with

florescent jackets. This shall be Provided at no extra cost by the bidder under attaché with specified in the

tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new connection on

behalf of AMC. It includes filling the necessary application to power Supply Company, follow up and getting the

supply, filling the necessary test reports to the power supply company. All official fees including security deposits

and other expenses shall be of initially paid by the contractor. AMC may support to get the temporary connection

and may at its diseretien get the same converted to permanent connection at the same of AMC if desired do,and

contractor shall as no extra cost support the same. In this case AMC my be as the remaining cost subject to

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract upon any

agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty shall give the

Municipal Commissioner the right to cancel the contract or to take any other measure as the Municipal

Commissioner may deem fit. The warranty does not apply to commissions payable by the contractor to

establish commercial or selling agent for the purpose of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this contract or to any

benefit that may rise there from.

21:-OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under this Contract

against the contractor the same may be deducted by the Municipal Corporation from any sum then due or which

at any time thereafter may become due to the contractor under this contract and failing that under any other

contract with the Municipal Corporation or from any sum due to the contractor with the Municipal Corporation

(which may be available with Municipal Corporation), or from his retention money, or he shall pay the claim on

demand. The Municipal Corporation reserves the right to carry out post payment audit and technical examination

of the final bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when detected not

withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of any work done

by the Contractor or alleged to have been done by him under the contract, it shall be recovered by the Municipal

Corporation from the contractor by way of all the means prescribed above or if any under payment is discovered

by the Municipal Corporation, any amount due to the contractor under this contract or under payment may be

adjusted against any amount then due or which may at any time thereafter become due before payment is made

to the contractor from him to the Municipal Corporation on any other contract account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become liable and

which is chargeable to the contractor, the owner shall have the right to retain out of any payment then due or

thereafter to become due an amount sufficient to completely indemnify the owner against such lien or claim or

if such lien or claim be valid the owner may be or become due and payable to the contractor. If any lien or claims

remaining, unsettled after all payments are made, the contractor shall refund or pay to the owner all money that

the latter may be compelled to pay in discharging such lien or claim including all cost and reasonable expenses.

 Contractor shall not sub-let the work without permission of the authority.

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the

contract documents. The full consideration shall be given to such addendum or corrigendum before submission of

tender duly filled in by the contractor. Therefore, the contractors shall have to kindly refer the tender for such

addendum or corrigendum published by AMC through its website www.amc.nprocure.com&www.nprocure.com

hours prior to the deadline of submission of the tender. Tenderers shall verify the number of addendum issued and

enclose the same with the tender documents , failing which the tenders shall be liable for rejection and no any

complaint in respect to this shall be entertained under any circumstances.

Seal and Signature of the Bidder Addl.City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the Employer will in no

case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2.Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be valid for 28 days

beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly as Early as

possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned when the bidder

has furnished the required performance security and signedthe agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) SecurityDeposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful bidder shall

deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E. Circular.in the form of a Bank

Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5% (five percent) of the Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy is

framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per format shall

be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released along with

release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the same.

8. Penalty: -10 percent of the balance work on Date of Completion Date or extended time limit. & As per AMC

9.Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding GST) etc. on

material procurement or any other component for the works from any source shall be borne by the contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall be deducted

against works welfare cess.

Seal and Signature of the Bidder Addl.City Engineer

Date: (West Zone)

Special Conditions of Contract

1. Special Conditions ofContract

I. No claim for, time extension shall be entertained for the part possession of the site for

II. Bidder should carry out the work in stipulated time limit as per tender specification. Bidder

should planned to use ready mix concrete of approved design for speedy work. No claim

for any extra rate for use of ready mix concrete or any other latest technology for any

item at any day or night time will be eligible. Bidder should quote the rateaccordingly.

III. No claim shall be entertained if the items stipulated in the tender shall not be executed as

per site condition/requirements.

IV. No idle charges shall be paid to contractor if any machinery and man power remain idle

and no claim shall be entertained for thesame.

V. Municipal Commissioner reserves the rights to reduce / increase the scope of work up to

any extent without assigning reason thereof and the contractor has to execute the BOQ

items at his tenderrate.

VI. If any underground utilities (Water pipeline, drainage, electric, telephone, communication,

etc.), Gas line foul during execution contractor shall start work at other available work

front until such utilities / Gas line are shifted. If needed such services has to shifted by

contractor, AMC will pay the rates as per prevailing SOR/ approved rates or other non-

schedules items will be paid as per market rate analysis approved by consultants/

competent authority. No claim for time extension shall be entertained for thesame.

Seal and Signature oftheBidder Addl. City

Engineer Date: (WEST ZONE)

Instruction to Tenderers

The General scope of " Place making of Footpath at Opp. Side of Narrottam Zaveri Hall in Paldi

Ward, West Zone."for Ahmedabad Municipal Corporation, Ahmedabad will Remain as per the

architectural/ Structural working drawings prepared by the consultant / AMC.

IT.2 INVITIATION TO TENDER

The Municipal commissioner for and on behalf of Ahmedabad Municipal

Corporation here in after referred as AMC will receive tenders for the work as per the

specifications and schedule of prices in the tender document. The tenders shall be opened in

the office of the Addl. City Engineer in the presence of tenderers or their representatives

who remain present. The Municipal Commissioner reserves the right to reject the lowest or

any other or all tenders or part of it which in the opinion of the Municipal Commissioner

does not appear to be in its best interest and the tenderer shall have no cause of action or

claim against the authority or its officers, employees, successors or assignees for rejection

IT.3 LANGUAGE OF TENDER

Tenders shall be submitted in English and all information in the tender shall also

be in English, Information in any other language shall be accompanied by its translation in

English. Failure to comply with this may make the tender liable to rejection.

IT .5 TENDER DOCUMENTS

Tender documents and set of drawings shall comprehensively be referred before tendering.

The several section form in the document are the essential parts of the contract and a

requirement occurring in one shall be as binding as though occurring in all, they are to be

taken as naturally, explanatory and describe and provide for complete works. The tender

documents shall be submitted in two sets.

IT. 6 EXAMINATIONS BY TENDERERS

At this own expense and prior to submitting his tender, each tenderer shall (a)

examine the contract documents. (b) visit the site and determine local condition which may

affect the work including the prevailing wages and other pertinent cost factors. (c)

familiarize himself with all central, state and local license required for the work and (d)

correlate his observation, investigation and determinations with the requirements of the

tender documents, site & subsoil investigation.

The tender quantity is fixed as per drawings enclosed herewith. During execution any

increase or decrease in quantity -same will be paid as per the Tender clause.

Copy of the tender Document should be completed, legible in ink, checked in a

responsible manner. Signed stamped and returned together with the tender security Bond by

the stipulate date, this shall form the tender.

The tenderer is required to complete.

The form of tender, including the Appendices enclosed thereto, Tender security bond

and the Tender summary shall be submitted duly signed and stamped.

All the pages in which entries are required to be made by the renderer are contained

in the tender documents and the renderer shall not take out or add to or amend the text of

any of. the documents except in so far as may be necessary to comply with any issue

pursuant to Clause IT .19 hereof

IT.7 EARNEST MONEY DEPOSIT.

Each tender must be accompanied by, a receipt of deposit as tender guarantee in the

form of Earnest money mentioned on relevant page. Any tender not accompanied by a

tender guarantee in the form of earnest money deposited for the sum stipulated in the

tender's document will be summarily rejected. The earnest money deposit shall be paid with

the tender by B.G. / D.D. payable at Ahmedabad without which the tender shall not be

considered as valid. EMD in the form of Bank Guarantee of the banks approved by AMC

shall also be acceptable.

(As per Annexure – 1)

Sr .No. Tender No Estimated Cost Amount of E. M. D.

The Earnest Money Deposit will be returned to the unsuccessful tenderers after an

award has been finalized.

The Earnest Money Deposit (Tender Guarantee) will be forfeited in the event, the

successful tenderer fails to accept the contract and fails to submit the "Performance

Guarantee Bonds to the Owner as stipulated in this tender documents within Fifteen days

(15 days) after receipt of notice of award of contract.

The Earnest Money Deposit of the successful tenders shall be converted in to

security Deposit amount after acceptance of the tender. Bank Guarantee shall also be

acceptable for S.D.

No interest shall be paid by the owner on any tender guarantee.

IT.8 --DELETED--

IT.9 PREPARATION OF TENDER DOCUMENTS

Tenderers are required to note the following while preparing the tender documents.

Tender shall be submitted on the Tender form bound here in English. All

appendices and statements shall be properly filled in. Numbers shall be stated both in

words and in figure where so indicated and the signature of all persons signing shall be in

Percentage, Prices, wordings and notations must be in ink or type written No erasers

will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent

thereof, and shall be checked before submission of the tenders. If there is discrepancy between

the rates quoted in figures and in words, the rates expressed in words shall be considered as

Tender shall be accompanied by the prescribed tender fee, security deposit and

other required documents and drawing. All witnesses and sureties shall be persons of status

and probity and their full names, occupation and address shall be stated below their

Variation to the contract Documents requested by the tenderer may be affixed and

duly signed and stamped. Such variation may be refused by the authority is not obliged to

give reason for his decisions.

Submission of tenders shall comply with the notice inviting tenders as to place, date

and time. Tenders and tender security (E.M.D.) shall be enclosed with the tender documents

and shall be put in a sealed envelope.

IT. 10 SUBMISSION OF TENDER DOCUMENTS

Tenderers are requested to submit the Tender Documents on following lines. Following

documents to be submitted online as well as in physical.

i. Tender security bond (EarnestMoney)

ii. Certificate as registered contractor with Government of Gujarat or appropriate authority.

(Not applicable for privatesector)

iii. Tender's financial capability and standing over at least past Sevenyears.

iv. Current Income Tax Clearance Certificate.

v. Tenderer's experience in the field relevant to thiscontract.

vi. Tenderer's presentcommitments.

vii. The technical ability and qualifications of the tenderer. Details of technical personnel with

their qualification &experience.

viii. A list of the equipment the tenderer possessed and that which he proposed to acquires and

use for the purpose related to thework

ix. Tenderer should submit all the drawing which they have received along with tenders If

Any (Architectural + Structural).

x. Bank SolvencyCertificate.

xi. Labour license to besubmitted

xii. Details to be submitted as per the Statement No 1 to9

Price bid should be submitted by e-tender only and Technical bid should be

submitted physically also in sealed envelope systems By RPAD/Speed post/ Hand Delivery

in sealed covers in Duplicate (One Original & One Duplicate) duly sign & seal by

contractor as per schedule given on page no. 3.The time limit for receipt of tender shall

strictly apply in all cases. The tenderers shall have therefore ensure that their tender is

received by the competent authority (AMC) at the required place before expire of the time

limit. No delay on account of any cause of receipt of tender shall be entertained. Tender's

received after the time limit is over will not be accepted and inadvertently accepted will not

be opened and will be returned unopened. Tenders which may get opened before

the due date with no indication having been given on the envelops containing a tender

therein is liable to be rejected.

Mailed tender must be sent in a covering envelope by registered post, Acknowledge

Due. The return receipt will be endorsed to show the date and time of receipt. Mailed

Tenders not received at the required place before the date and time set for the receipt will not

be accepted from post.

The tender must contain name address of residence and place of business of the person or

person submitting the tender and must be signed and sealed by the tenderer with his usual

Tenders by partnership firm must be furnished with the full names and address of all

partners and be signed by one of the members the partnership or by a legally authorized

representative holding power of attorney followed by signature and designation of the

person of person signing.

Tenders by corporations/company must be signed with the legal name of the corporation

companies by the president or by the secretary or other person or person legally authorised

to bind the corporation/company in thematter.

IT . 11 TENDER VALIDITYPERIOD

The validity period of the tender submitted for this work shall be of 180 Days from

Last Date of Tender Submission and that the tenderer shall not be allowed to withdraw or

modify the tender offer on his own during the validity period. The tenderer will not be

allowed to withdraw the tender or make any modification or addition in the terms and

conditions on his own tender .If this is done then the owner shall, without prejudice to any

other right or remedy, by at liberty to reject the tender and forfeit the earnest money deposit

IT . 12 GENERAL PERFORMANCE DATA

Tenderers shall present all information which sought for in the tender document in

form of various schedules. Tenders may not be considered if every Blank and the Schedule

are not properly filled in before submission of the tender.

IT.13 SIGNING OF TENDER DOCUMENTS

If the tender is made by an individual, it shall be signed with his full name above his

current address. If the tender is made by proprietary firm, it shall be signed by the proprietor

above his name and name of his firm with his currentaddress.

If the tender is made by a firm in partnership, it shall be signed by all the partners of

the firm above their full names and current address, or by a partner holding the power of

attorney for the firm, in which case a certified copy of the power of attorney shall

accompany the tender. A certified copy of the partnership deed, current address of all

partners of the firm shall also accompany the tender.

If the tender is made by limited company or a limited corporation, it shall be

submitted duly signed by an authorized person holding the power of attorney, & shall

accompany the tender. Such limited company or corporation may be required to furnish

satisfactory evidence of its existence before the contract is awarded.

If the tender is made by a group of firms, the sponsoring firm shall submit complete

information pertaining to each firm in the group and state along with the bid as to which of the

firms shall have the responsibility for tendering and for completion of the contract

documentsandfurnishevidenceandresponsibilitiesforcompletionofcontractdocuments.

The full information and satisfactory evidence pertaining to the participation of each member of

the group of firm in the tender shall be furnished along with the tender.

All witness and sureties shall be persons of status and probity and their full names,

occupations and address shall be stated below their signature. All signatures in the tender

document shall be dated.

IT. 14 WITHDRAWL OF TENDERS

If during Tender validity period, the tenderer withdraws his tender, the tender

security (Earnest Money Deposit) shall be forfeited.

IT .15 INTERPRETATIONS OF TENDER DOCUMENTS

Tenderer shall carefully examine the Tender Document and fully inform themselves

as to all the conditions and matters which may in any way affect the work or the cost

thereof. Should a tendered find errors, omissions or discrepancies from the specifications or

other documents or should be in doubt as to their meaning, he should at once address query

to the .City Engineer, AMC. The correct interpretation of the same will be issued to all

tenderers asaddendum.

IT .16 ERRORS AND DISCREPANCIES IN TENDERS

IN CASE OF CONFLICT BETWEEN THE FIGURES AND WORDS IN THE RATES THE RATE EXPRESSED IN

WORDS SHALL BE CONSIDERED.

IT. 17 MODIFICATION OF DOCUMENTS

Modification of specifications and extension of the closing date of the tender, if

required will be made by an addendum. Copies of each addendum will be sent to all

tenderers. These shall be signed and shall form a part of tender. The tenderer shall not add

to or amend the text of any of the documents except in so far as may be necessary to

comply with anyaddendum.

IT. 18 ADDENDUM

Addendum shall form part of the contract documents. The full consideration shall be

given to all Addenda in the preparation of tender. Tenderers shall verify the number of

Addendum issued, if any and acknowledge the receipt of all addenda (i.e. before 48 hrs. of last

date for tender on web-site) in the tender failure to so acknowledge may cause the tender to

The Owner or the in charge may issue Addenda to advise tenderers of changed

requirements. Such addendum may modify previously issuedaddendum.

IT .19 G.S.T. / TAX AND DUTIES ON MATERIALS

All charges on account of Octroi, Terminal Entry Tax, Excise Duty, etc and other

duties on indigenous material obtained for the works from any source shall be borne by the

contractor (Subject to provisions made in the tender).As per the amendment of sales Tax

Act which came into force from Aug, 1985,Sales Tax on works Contract shall be paid by

the Contractor and no reimbursement will be made by the Municipal Corporation for the

same. All charges on account of GST shall be payable extra while any other taxes/duties on

materials from the work on any sources shall be borne by contractor.

IT. 20 EVALUATIONS OF TENDERS

In comparing tenders, the AMC shall consider factors such as the time of

completion, efficiency and reliability of construction method proposed, compliance with the

specification, relative quality, the operation, maintenance and replacement cost of structure

and plant and also the

qualifying criteria for the evaluation of tenders. The price bids of only those tenderers who

are pre / post qualified will be opened in the presence of the contractors.

IT .21 TIME REQUIRED FOR COMPLETION

The completion period / time limit mentioned in this schedule is to be reckoned

from the date of issue of work order to the date by which physical completion of the

work take place. The completion period / time shall be in accordance with the calendar

IT .22 POLICY FOR TENDER UNDER CONSIDERATION

Tender shall be termed to be under consideration from the opening of the tender

until such time any official announcement or award is made. While tenders are under

consideration, tenderers and their representative or other interested parties are advice to

refrain from contracting by any corporation personnel or representative on matters related to

the tenders under study. The AMC representative, if necessary, will obtain clarification on

tenders by requesting such information from any or all the tenderers, either in writing or

through personal contacts may be necessary. The tender will not be permitted to change the

substance of his tender after tenders have been opened. This includes any post tender price

revision. Non-compliance with his provision shall make the tender liable for rejection.

IT .23 PRICES AND PAYMENTS

The rates to be quoted by the Contractor must be Exclusive of GST but inclusive of all

other taxes. However, any subsequent changes in the tax structure by Government after due

date of bid submission will be compensated on availability of submission of actual

documentation. Contractor has to intimate Engineer in charge regarding changes occurred

in the tax structure after bid submission. If contractor fails to provide such information and

if may financial obligation may arise due to change in tax structure, same will be recovered

from the contractor.

IT .24 PAYMENT TERM

The terms of payment are defined in the General Condition of Contract. The AMC

shall not under any circumstances relax these terms of payment and will not consider any

alternative payment terms. Tenderers should therefore in their own interest note this

provision to avoid rejection of their tenders.

Award of the contract or the rejection or tenders will be made within the tender

validity period stated in the notice inviting tenders.

A successful Bidder has to deposit security deposit / Bank Guarantee within 15 days

after receiving letter of Acceptance. Time limit of work will commence from the date of

issue of work order

If tenderer receiving the notice of award fails or refuses to execute the contract

Agreement within the stated time limit or refuse to furnish the Bond as required herein, the

owner may annual his award and declare the tender security forfeited and will take action as

A corporation, partnership firm or other consortium acting as the Tenderer and

receiving the award shall furnish evidence of its existence and evidence that the officer

signing the contract agreement and Bonds for AMC, partnership firm or other consortium

acting as the Tenderer is duly authorized to do so.

IT.26 SIGNING OF CONTRACT

The successful tenderer shall be required to execute the contract agreement within

days of receipt of intimation to execute the contract, failing which the AMC will be entitled

to annual the award and forfeit the Earnest Money Deposit. The person to sign the contract

document shall be as per AMC’s policy.

IT.27DISQUALIFICATION

Even though the bidders meet the above qualifying criteria, they are subject to be

disqualified if they have,

a. Made misleading or false representations in the forms, statements, affidavits and attachments

submitted in proof of the qualification requirements;and/or

b. Record of poor performance such as abandoning the works, not properly completing the

contract, inordinate delays in completion, litigation history, or financial failures etc. or

debarring from AMC worketc.

c. Tampered the bid document in anymanner.

d. Colluded with other prospective bidders for this work to arrive at quoted prices for the purpose

of restrictingcompetition.

e. Indulged in inducement of any official of AMC and/or their consulting engineer and other

advisors in any mannerwhatsoever.

f. Not submitted anti black listing affidavit stating that bidder is not black listed by any State,

Central, and Local Government Authority also any other litigation history with alldetails.

g. Proposal not submitted in accordance with thistender.

h. During validity of the proposal, or its extended period, if any, the bidder changes his

commercial terms.

i. The bidder qualifies the proposal with his ownconditions.

j. Proposal is received in incomplete form or withoutsignature.

k. Proposal is received after due date andtime.

l. Proposal is not accompanied by all requisitedocuments

m. Commercial proposal is enclosed with the same envelope as technicalproposal

n. The envelope does not show on the outside the reference of bid and thus gets opened before

the due date of opening.

o. The E.M.D. is not deposited in full and in the manner as specified in the clause of Earnest

p. The tender is in a language other than English or dose not contains its English Translation in

case of other language adopted for tenderpreparation.

q. The tender documents received are not duly signed by authorizedperson.

r. The validity of tender is less than what is stated in thetender.

s. Any of the page or pages of tender is/are removed orreplaced.

t. Any condition which affect thecost.

u. If it is joint venture.

v. Each bidder shall submit only one bid per contract package either by himself. A bidder who

submits or participates in more than one bid for a contract package will bedisqualified.

IT.28--DELETED- -

IT.29 STAMP DUTY

The successful tendered shall have to enter into an agreement on a non-judicial

stamp paper as per the form of the agreement approved by the AMC. The cost of stamp

paper and adhesive stamp shall be borne by thecontractor.

IT .30 BRAND NAMES

Specific reference in the specification to any material by manufacturer's name, or

catalogue shall be constructed as establishing a standard or quality and performance and not

as limiting competition and the tendered in such cases, may at his option freely use only

other product, provided that it ensures an equal of higher quality than standard mentioned

and meets AMCapproval.

IT. 31 NON TRANSFERABLE

Tender documents are not Transferable.

IT .32 COST OF TENDERING

The owner will not defray expense incurred by tenderers in tendering.

IT.33 EFFECT OF TENDER

The tender shall remain Valid for a period of 120 Days from Last Date of Tender

Submission for this work and that the tenderer shall not be allowed to withdraw or modify

the offer in his own during the period. If any tenderer withdraws or make any modifications

or additions in the terms and conditions of his own tender, then the AMC shall without

prejudice to any other right or remedy, be liberty to reject the tender and forfeit the earnest

IT .34 CHANGES IN QUANTITY OR QUALIFYING CRETERIA:

AMC reserves the right to waive any qualifying criteria or information in any tender

as special case and to reject one or all tenders without assigning any reasons for such

rejection and also to vary the quantities of items or group or quantum of work as specified

in the schedule of prices as may be necessary in the interest of Public work a large for

which no any claim shall be entertained.

IT .35 NEW EQUIPMENT AND MATERIAL

All materials, equipment and spare parts thereof shall be new, unused and originally

coming from manufacturer's plant to the AMC. The rebuilt or overhauled

equipment/materials will not be allowed to be used onworks

IT.36 RIGHTSRESERVED

The owner reserves the right to reject any or all tenders, to waive any informality or

irregularity in any tender without assigning any' reason. The owner further reserves the

right to withhold issue of work order even after agreement and no payment will be made to

the successful tenderer on account of such withholding. The owner is not obliged to give

reasons for any such action

Municipal Commissioner reserves right to increase / decrease the scope of work & also split

the tender in two or more contracts without assigning any reason even after the work is awarded.

IT .38 MOBILIZATION ADVANCE

No Mobilization Advance or advance on Machinery will be given.

The scope of work is clearly mentioned in the tender documents. The contractor shall have

to carry out the work in accordance with the details specifications. No condition will be

accepted. The conditional tender will liable to be rejected.

The contractor will have to construct shelter for storing valuable materials like cement etc.

The contractor shall arrange for construct, maintain and afterwards remove and

reinstate any temporary access required for and in connection with the execution at the

work at his own cost. Reinstatement shall include restoring the area of the access route

to at lWest the degree of safety stability drainage & appearance that existed before the

contractor entered the site.

In the event of any discrepancy the following order or precedence should apply

(a) Dimension &quantity

(3) Specification

On drawing; figures dimension unless previously incorrect will be followed in preference

to select dimension.

(b) Description

(3) Specification

In case of defective description as ambiguities, due Engineer in-charge should issue

further instruction and direction in what manners the work is to be carried out. The

contractor should further within comply with suchinstruction.

Irrelevant mistakes, discrepancies or errors made through over sight

leading to misunderstandings may be got corrected properly by the City

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

as description or specification. The Engineer-in-charge shall make such correction as may

be necessary to fulfill intent of specification plan.

Proper procedure shall have to be taken by contractor at all the time during the progress of

the work, failing which the contractors shall be held responsible for all damages to the work

under execution or to any property or to lives of persons during the work in progress and

also during the defect liability period.

All work shall be measured by standard method according to rules & customs of AMC. The

engineer-in-charge decisions to what is usual method in use will be final.

Tender once accepted shall be binding on the contractor even if the formal agreement is not

signed / executed.

The contractor shall have to give in writing the date of completion of work within a

fortnight from date of work completed by him otherwise the date noted on record by

department shall be reckoned as final & no excuse as representation in that behalf shall be

granted at later date.

IT –46 Specimen signature of contractor will be cross checked whenever contractor

receives payment in account section of AMC OR in case of representative of contractor

receives payment along with letter of authority of contractor who sign an agreement.

The details / contents / information mentioned in the tender document may be

readas final binding on the contractors. Any difference found in Form B-1 in regards to these

related items may be treated as cancelled

Contractor should make arrangement to cordon the construction site by way of

proper supports and barricades at his own cost and risk as per the direction of EIC.

Contractor should provide safety net and should take sufficient precaution for the

safety of their staff &labour, AMC’s staff, AMC-MET’s staff, student, TPI / PMC staff and

Consultant’s staff at his own cost and risk.

IT 50 Valuation of Variations

a.) The basis for the valuation of variations for addition to the Contract Price shall

be as follows in the same order ofpriority.

b.) Contract unit rates for individual items shall apply to varied quantities where

there is a quantity variation.

c.) In case of other non tender items following procedure shall apply.

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. City Engineer which shall

be fixed as of the rates derived by rate analysis based on the following threemethods.

(i) based on approved BOQ item rates or Govt. SOR 2023-24 plus or minus contractor’s

tender premium or rebate as the case maybe.

(ii) based on prevailing Govt. of Gujarat’s SORRates.

(iii) Rate analysis based on current market rates. This shall be basedon

• The material costs, the labour costs, the cost of use of all plant, machinery and equipment,

thecostofalltemporaryandincidentalworks,theoverheadsandtheContractorsprofit.

• For Market rate analysis, the overheads shall be taken at 5 % of the sum of material costs,

the labour costs, the cost of use of all plant, machinery and equipment, the cost ofall

temporary and incidental works.

• For Market rate analysis, the Contractors profit shall be taken at 10 % of the sum of material

costs, the labour costs, the cost of use of all plant, machinery and equipment, the cost of all

temporary and incidental works, theoverheads.

e.) The Engineer shall determine provisional rates and prices to enable on account payments

to be included in the Interim Payment Certificates, until rates and prices are agreed as

final by the Employer, the Contractor and the Engineer.

f.) The Contractor shall not be entitled to additional payment for costs, which could have

been avoided by giving early warning.

Signature/StampofContractor Additional City Engineer,

AHMEDABAD MUNICIPAL CORPORATION

Tender form B-1

FORM B-1 OF GUJARAT STATE ROADS AND BUILDING DEPARTMENT /

WATER RESOURCES DEPARTMENT may be referred.(only English version)

Note binding on the contractors

01. The terms and conditions of contract mentioned in the Clause no 1 to 77 of Form

B-1 of Gujarat State Road and Building Department / Water Resources

Department shall be applicable. Binding on the contractors unless specifically

mentioned about it hereunder in clause no.15 to20

02. Please read “Ahmedabad Municipal Corporation “instead of “Government / Government of

Gujarat “whereverwritten.

03. Please read “Ahmedabad Municipal Corporation “instead of “Government of Gujarat

State Public Works Department/Public Works Department/ Government “wherever

04. Please read “City Engineer" instead of “Superintending Engineer “or Executive

Engineer whereverwritten.

05. “Ahmedabad Municipal Corporation “herein called as “AMC“

06. “Governor for the state of Gujarat “shall be read as “Municipal Commissioner /

Ahmedabad MunicipalCorporation”

07. The contents / details / information mentioned in the relevant point under theheading

08. The contents / details / information mentioned in the relevant point under the

heading “NOTICE INVITING TENDERS” may be read asunder-

Point No 1 may be read as: Tenders are invited by Municipal Commissioner,AMC for

the work Place making of Footpath at Opp. Side of Narrottam Zaveri Hall

in Paldi Ward, West Zone, Ahmedabad.Point No.3 : The class of contractor shall

be as per Memorandum of Works in Brief.

 The Cl. No. 14.2, 21, 38, 60, 69, 73, 74, 75 shall be read asdeleted.

09. The contents / details / information mentioned in the relevant point under the

heading “ADDITIONAL INSTRUCTIONS TO PERSONS TENDERING” shall be read as

 Point No .2.1 may be read as per the details mentioned in the tendernotice

10. DECLARATION FORM & DECLARATION CERTIFICATE are given

separately in Tender Document and it shall beapplicable.

11. TENDER FOR WORKS to be read as given in tender documents / TenderForm.

12. MEMORANDUM to be read as per the details given in tendernotice

13. The contents / details / information mentioned in the following CLAUSE under

the heading “TERMS AND CONDITION OF CONTRACT” shall be read as under-

 Point no.1 may be read as “All works proposed to be executed by the contractor shall be

notifiedintenderdocumentsplacedonAMC’swebsite–www.egovamc.com”

 Pointno.4&8maybereadasdeletedandtobereadasperdetailsintenderdocuments.

13. TENDER FOR WORKS to be read as given in tender documents / Summary of Price

MEMORANDUM to be read as per the details given in tender notice

The contents / details / information mentioned in the following CLAUSE under the

heading “TERMS AND CONDITION OF CONTRACT” may be read as under-

 Clause1:SecurityDeposit:tobereadasperthedetailsgivenseparatelyinthetender

 Clause2: Liquidated Damages fordelay:

75, & 77 may be read as deleted in the form B-1.

CLAUSE30andCLAUSE60maybereadasunder:

CLAUSE 30: DISPUTE TO BE REFERRED TO TRIBUNAL: DISPUTE TO

BE REFERRED TO ARBITRATOR.

(1) The disputes relating to this contract, so far as they relate to any of the following

matters, whether such disputes arise during the progress of the work or after the

completion or abandonment thereof, shall be referred an independent Arbitrator

appointed by AMC as far possible in consultation with the agency if it is necessary

and such disputes shall be settled in accordance with the arbitration and

conciliation Act.1996.

(i) The rates of payment under clause 5 for any tools, materials and stores, in

or upon the works of the site thereof or belonging to the contractor or

procured by him and intended to be used for execution of the work or any

part thereof possession of which may have been taken by the Engineer-in-

charge under the said clause–5.

(ii) The reduction in rates made by the Engineer-in-charge under clause

from the items of works not accepted as completed fully in accordance

with the sanctionedspecifications.

(iii) The rate of part of payment for any class of work which is included in the

additional or altered work carried out by the contractor in accordance with

the instructions of the Engineer-in-charge under clause 14 and the rates for

which is to be determined under the said clause14.

(iv) The rates of payment for materials already purchased or agreed to be

purchased by the contractor before receipt of notice given by the Engineer-

in-charge under clause 15 and/or amount of compensation payable to the

contractor under the said clause for loss in respect of suchmaterials.

(v) The amount of compensation which the contractor shall be liable to pay

under clause 17 in the event of this failure to rectify, remove or reconstruct

the work within the period specified in the written intimation or the

amount of expenses incurred by the Engineer-in-charge under the said

clause17 in rectifying, removing or re-executing the work or in removing

and replacing the materials or articles complainedof.

(vi) The reduction of rates as may be fixed by the Engineer-in-charge under

clause 17 for the inferior work or materials as accepted or made useof.

(vii) The amount of compensation payable by the contractor for damages as

estimates and assessed under clause23.

(viii) The amount payable to the contractor for the work carried out under clause

33 in accordance with the instructions and the requirement of the

Engineer- in-charge in case where there are nospecifications.

2. The awards declared by the arbitrator shall be speaking award giving reasons and

calculations to every item of claims. The decision will have to be implemented by all

3. In case of dispute leading to the contractor or Ahmedabad Municipal Corporation

approaching on Court of Law. It shall be within the jurisdiction where the site of work

The reference to arbitration proceeding under this clause shall not:

i) Entitle the contractor to stop the Affect the right of the Engineer-in-charge under

clause 5 to take possession of all or any tools, plants, materials and stores in or

upon the works of site thereof belonging to the contractor or procured by him

and intended to be used for the execution of the work or any partthereof.

ii) Preclude the Engineer-in-charge from utilizing the materials purchased by the

contractor in any work or from removing such materials to other places, during

the period the work is stopped or suspended in pursuance, of notice given to the

contractor under clause15.

iii) Progress of the work or the carrying out the additional or altered work in

accordance with the provisions of clause 14 or as the case may be, of clause33.

Seal and Signature oftheBidder Addl. City Engineer

Date: (WEST ZONE)

AHMEDABAD MUNICIPAL CORPORATION FORM OF

BID AND APPENDIX TO BID

FORM 1 - BID SECURITY (BANK GUARANTEE)

(Hereinafter called the Tenderer) is desirous and preferred to tender for works in

accordance with the term and conditions of tender for the work

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

total rupees………………..(in words............................................) Rs. (in figures) and we

undertake to pay to Municipal Commissioner, AHMEDABAD MUNICIPAL

CORPORATION, A'bad. Specified tip to his first written demand, without demur without

delay and without the necessary of a previous of judicial or administrative procedures and

without the necessity of a previous of judicial or administrative procedures and without

the necessity to prove to the Bank the defects or short comings or debits of the contractor

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

effect during 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 be less than 180 days from the stipulated date of receiving

the tender) we shall be discharge from all liabilities under the guaranteethereafter

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

consent of the Municipal Commissioner, AHMEDABAD MUNICIPAL CORPORATION, A' bad

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

the Tenderer or of theBank.

Signature & Seal of Guarantor...........................

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

is accepted and intimate assessment number and ward under which he isassessed.

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

7. List of approved banks - As perAnnexure-1.

Seal and Signature oftheBidder Addl. City Engineer

FORM -2 PERFORMANCE GUARANTEE BOND (BANK

(Clause 37 of Section I Volume 1)

WhereasM/s have

been Awarded acontractdated_ forthe

Place making of Footpath at Opp. Side of Narrottam Zaveri Hall in Paldi

Ward, West Zone,

Whereas the saidM/s_ hasapproached

Us Bank to provided a

PERFORMANCE GUARANTES BOND to the AMC for the work undertakes by M/s.

and Whereas.We,the

Bank have agreed to provided such a PERFORMANCE GUARANTEE BOND. Now

therefore,wethe_ Bank provided the following Performance

Bank, Guarantee by way of these Bond to theAMC.

1. The contractvalue ofthe contract providedtoM/s. by the

AMC in Rs. _ . This guarantee in the nature of PERFORMANCE

GUARANTEE is provided so as to ensure and indemnify the AMC for full and proper

performance of the contract byM/s.

the Bank hereby indemnify the AMC for all losses

and / or damages to the New Construction which would be Rectify by M/s.

and such PERFORMACE GUARANTEE would include any

damage to the New Construction because of defective products, poor workmanship, or at

all, by way of this bond,we the Bank agree and promises that in the eventuality

of the contractorsM/s.

not repairing or remedying the

Problem, loss or damage to the New Construction we shall indemnify and pay the AMC

such expenses, losses and damages that may be incurred by the AMC, as a result of the

AMC getting the work done itself or from the othersource.

2. We Bank agree and understand that the decision

as to whether any losses or damages to the project have taken place or not and / or

whether the work suffers from poor workmanship or not will be taken by the

Commissioner of AMC and on the Commissioner's decision regarding such losses or

damages or defect whatsoever beingso notified by the AMCto us, Weshall

immediatelytake steps and

ensurethatM/s. faithfully and diligentlycarry

out the necessary remedial steps to the full satisfaction of the Commissioner of the AMC.

The opinion of the Commissioner as to whether full and complete remedial steps, to the

full satisfaction the Commissioner of the AMC has been taken or not, will be that of the

AMC. For the purpose, of arriving at such decision as aforesaid it will be open to the

Commissioner of the AMC in case he so desires, to delegate this power to subordinate like

the city Engineer to take appreciate decision and the decisions referred to above will be

deemedtobeproperlytakeandasiftakenbytheCommissioneroftheAMC.Inthe

eventuallyofM/s. nottakingremedialactiontothealmost

satisfaction of the Commissioner of AMC. The AMC will be entitled to get the work done

itself or from sources. On the Commissioner of the AMC notifying to us the total expenses

incurred for this purpose. We hereby expressly have under taken to pay the AMC the said

amount forth with and in any case not less than 7 days from taken to pay the AMC the said

binding the amount indicted by the Commissioner of the AMC and our obligation to pay

suchamountwillbecontinuingoftheAMCandourobligationirrespectiveofanydispute

ofdifferencesthatmayarisebetweenusandM/s. of

between the AMCandM/s. .

3. The contract valueis Rs. . This PERFORMANCE

GURANTEE is limited to 5% of the said contract value and accordingly it comes toRs.

our liability will be in all cases be limited to Rs. .

4. We agree and undertake that this PERFORMANCE GURANTEE will be valid for a period

of Twelve month from the date when thecontract workis completedby the M/s.

. The Commissioner of the AMC notify such completion that to us. In case, no such

completion it is notified, this performance guarantee will be a valid for month from the

date of execution of this agreement. The Performance Guarantee will come into effect

from such completion date. In case however, the contract of several parts it will be

opened to the Commissioner to indicate separate completion dates for separate part and

to simultaneously indicate a break up of the contract value equivalent to the separate

part. In which case the PERFORMANCE GUARNATEE to extent of the different completion

dates. It is expressly understood that the considering thisperiodof month, the date by

which the Corporation, intimate the Bank about the losses, damages or problems as the

case may be, shall be considered as long as such

intimationiswithinaperiodofTwelvemonthfromthecompletiondate.Wethe

Bank will be liable, irrespective of whether the remedial actions or

lack thereof has taken place after the period of themonth.

5. We Bank agreethat thePERFORMANCE

GUARANTEE which is continuing guarantee will be binding, and enforceable against us

irrespective of any difference / disputes between the AMC and M/s.

of between us andM/s.

and irrespective of any change or variation or execution time or any forbearance or waiver

made or grant by the AMCto M/s. .

6. In case any disputes arise as to the interpretation or implementation or implementation

of this PERFORMANCE GUARANTEE, the matter shall be referred to the sole arbitration of

the Commissioner of AMC whose decision in the matter will be final. In case any resource

to any court of law is necessitated, the appropriate Civil Court in the AHMEDABAD along

will haveJurisdiction.

Date: Signature ofContractor

FORM 3 - FORM OF AGREEMENT

THIS AGREEMENTmade the day of_ , 200_ betweenAHMEDABAD

Municipal Corporation ………..(here in after called “the Employer”) of the one part and

M/s. (here in after called “the Contractor”) of the

WHEREAS the Employer is desirous that certain works should be executed by the

Contractor,viz. and has accepted the bid by

the contractor for the execution and completion of such works and the remedying of any

defects therein at a contract price of Rs. (Rupees

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings as are

respectively assigned to them in the Conditions of Contract hereinafter referredto.

2. The following documents shall be deemed to form and be read and construed as part of

this Agreement,viz.:

a) the Letter ofAcceptance;

b) the GeneralConditions

c) The Financial Condition

d) the TechnicalSpecifications;

e) the Priced Bill of Quantities;and

f) other documents forming part of thecontract.

3. In consideration of the payments to be made by the Employer to the Contractor as here

in after mentioned, the Contractor hereby covenants with the Employer to execute and

complete the Works and remedy any defects therein in conformity in all respects with the

provisions of theContract.

4. The Employer hereby covenants to pay the Contractor in consideration of the execution

and completion of the Works and the remedying of defects therein the Contract Price or

such other sum as may become payable under the provisions of the Contract at the times

and in the manner prescribed by the Contract. IN WITNESS whereof the parties hereto

have caused this Agreement to be executed the day and year first beforewritten.

Signed, sealed, and delivered by the said Employer and the Contractor in the

On behalf ofAHMEDABAD On behalf ofM/s.

MUNICIPAL CORPORATION

Binding Signature of the Employer:

Binding Signature of the Contractor:

Sample Form for updating - qualification information

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT-WEST ZONE

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central

2. Contractor shall register the work to labour commissioner as per labouract.

3. Contractor shall not sub-let the work without permission of theauthority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work

at different sites simultaneously. Contractor's having labour force available during festivals

shall only apply. Contractor can not stop the work due to on Un availably of laborforce.

5. Price escalation Shall be Applicable for Cement and TMTSteel.

6. No Advance payment / machinery advance will bepaid.

7. Payment of running bill will be made as per recent A.M.C. policy inforce.

9. If the work is not completed within time limit the penalty will be recovered from

immediate bills of contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item,partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved" by theEngineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be

taken to mean as a reference to the latest edition of the same in force on the date

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence

of specific mention of a particular point or aspect, the provisions on these particular

points, or aspects in the relevant Indian Standards shall be referredto.

14. All measurements and computations, unless otherwise specified, shall be carried out

nearest to the followinglimits:

(i) Length, width and depth (height)------- 0.01Meter.

(ii) Areas -----0.01 Sq.Mt.

(iii) Cubic Contents ------0.01Cu.Mt.

15. The distance, which constitutes lead, shall be determined along the shortest practical

route and not necessarily the route actually taken. The decision of the Engineer-in-charge

in this regard shall be taken asfinal.

16. Where no lead is specified, it shall mean "allleads"

17. Lift shall be measured from plinthlevel.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in

it, specifications shall be deemed to be included therein.

19. Reference to specifications of materials as made in the detailed specification o f the items

of work is in the form of a designation containing the number of the specification of the

material and prefix 'M' e.g.'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not

absolve the contractor from the responsibility of replacing defective material brought on

site or materials used in the work found defective at a laterdate.

21. The contract rate of the item of work shall be for the work completed in allrespects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-

23. Collection of approved materials shall be done at site of work in a systematic manner.

Materials shall be store at site of work in a systematic manner. Materials shall be stored in

such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for thework.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed

from the site of work within 24hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of thework.

26. All works shall be carried out in workmanlike manners per the best techniques for the

particular item.

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

for checking lines, levels, alignment of the works during execution shall be kept in

sufficient numbers and in good working condition on the site of thework.

28. The mode, procedure and manner of execution shall be such that it does not cause

damage or over loading of the various components of the structure during execution or

after completion of thestructure.

29. All necessary safety measures and precaution (including those laid down in the various

relevant Indian Standards) shall be taken to ensure the safety of men, materials and

machinery on the works as also of the workitself.

30. Contractor will have all types of report register which givenbelow,

a) Progressregister

b) Cement & steelregister

c) Daily workregister

31. Contractor has to put on site Notice board showing Information of Work as per City Engg.

Circular No.7(4-2-2013)

32. If any Discrepancy Found in Unit in the BOQ Tender Item then Unit Will be

Considered as per Prevailing SOR orDSR.

33. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions

will beapplied.

34. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018

35. As per AMC’s Finance department circular no.38/ Dt.21/11/022 and approval of

competent authority, rate of all the items are taken without GST and prevailing

GST will be payable IfApplicable.

36. All the relevant prevailing AMC circulars/ itstime to time revisions are applicable

for this work and all the bidders are bound to follow the same, so the bidder

must check before applying for thetender.

Seal and Signature oftheBidder Addl. City Engineer

Date: (WEST ZONE)

10. Information / Details to be submitted by the Tenderers

In the Performa mentioned under Statement no 1 to

I/We hereby declared that I/We am/are not partner(s) blacklisted or connected withfirm

blacklisted in any states, CPWD / MES / Railways or any Government, Semi-Government or Private

body. In case of Non Registerwith AMC, The Bidder has to get registerwithin 3 (Three)

monthafter receiving workorder.

At present I/We am/are registered as approved contractor (s), firms in any state,

CPWD / MES / Railways.

We, the partners/owners of this firm, hereby give an undertaking that we are

jointly and severally responsible to meet all the liabilities ever and above the business of

this firm and make good the above financial loss sustained by the Ahmedabad Urban

Placemaking Authority as a result of out abandoning the works entrusted to us.

I / We further declare that my / our near relatives are not working in AMC as an Addl.

C.E., Dy. C.E., A.C.E., A.E., T.S. as on today.

Signature/StampofContractor Additional City Engineer,

APPLICABILITY OF PROVIDENT FUND AND MISCELLANEOUS PROVISIONS ACT1952

Successful bidder i.e. the agency whose tender is accepted by the AMC

shall have to comply the necessary formalities under the employees provident

fund and Miscellaneous Provisions Act, 1952 as Contributory Provident Fund

Scheme is applicable to laborers engaged in construction activity and shall have

to submit proofs regarding deduction of provident fund and other dues and

depositing the same with government department under the act and the scheme

regularly on monthly basis failing which no running / final bill

paymentwillbemadebytheAMCtothecontractorinanycircumstances.

A certificate to the above effect has to be given by the contractor as under.

Declaration Of Depositing Provident Fund contribution

This to certify that we have deducted the employees’ P.F. and deposited the

same along with employer’s contribution towards provident fund on labour

charges / wages paid byus tothe laborers engaged for theworkof with

We produce herewith the copies of the challans for the provident fund

deduction and contribution deposited as mentioned above.

Signature/StampofContractor AdditionalCity Engineer,

SPECIFICATION OF CIVIL,

PLUMBING & SITE

DEVELOPMENT WORKS

AHMEDABAD MUNICIPAL CORPORATION

Name of Work:- Placemaking of Footpath at Opp. Side of Narrottam

Zaveri Hall in Paldi Ward, West Zone, Ahmedabad.

DETAILED SPECIFICATIONS

'Clearing and grubbing garden land including uprooting rank vegetation grass

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees

cutearlierand disposal ofunserviceablematerials(A)Bymanual meansin areaof light

In general, the work shall be carried out as per the relevant drawings and as per the

instructionsofEngineerinCharge.Theworkshallbecarriedoutasperitemdescription. Mode of

measurements and payment :-

Therate shallbeforaunitofone Hectare.

Excavation for foundation up to 1.5 M. depth including sorting out and stacking of

useful35materials and disposing of the excavated stuff up to 50 meter lead in hard murrum.

1.0. Hard murrum.The hard murrum shall be clean of good binding quality and of approved quality

obtained from approved quarries ofdisintegrated rocks which contain stons materials and natural

mixture of clay of clarions origin The size of hard murrumshall not be more than 20 mm.

2.0. Workmanship

The relevant specification of item No. 8 shall be followed except that the excavation work shall be

carried inhard murrum.

3.0. Mode of measurements & Payments

3.1. The relevant specifications of item No. 8 shall be followed.

3.2. The rate shall be for a unit of one cubic meter.

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations,

etc., in layers not exceeding 20 CM. depth, consolidating each deposited layer by ramming

1.0. Workmanship

1.1. The earth to be used for filling shall be free from salts, organic or other foreign matter. All clods of

1.2. As soon as the work in foundation has been completed and measured the site of foundation shall

of all debris, brick bats: mortar dropping etc., and filled with earth in layers not exceeding 20 cms.

Each layer shall be

adequately watered, rammed and consolidated before the succeeding layer is laid The earth shall be

iron rammers where feasible and with the but ends of crow-bars, where rammer cannot be used.

1.3. The plinth shall be similarly filled with earth in layers not exceeding 20 cms. adequately watered

consolidated by ramming with iron or wooden rammers. When filling reaches finished level the surface

flooded with water for at least 24 hours and allowed to dry and then rammed and consolidated.

1.4. The finished level of filling shall be kept to shape intended to be given to floor.

1.5. In case off large heavy duty flooring like factory flooring, the consolidation may be done by power

where so specified. The extent of consolidation required, shall also be as specified.

1.6. The excavated stuff of the selected type shall be allowed to be used in filling the trenches and

no circumstances black cotton soil be used for filling the plinth.

2.0. Mode of Measurements & Payment

2.1. The payment shall be made for filling in plinth and trenches. No deduction shall be made for

voids, if consolidated as instructed above.

2.2. The rate shall be for a unit of one cubic meter.

Filling in plinth with sand under floors including watering, ramming consolidating and

dressing etc. complete.

1.1. Sand shall conform to M

2.0. Workmanship

The relevant specifications of item No. 4.12 shall be followed except that sand shall be filled in under

including watering, ramming, consolidating and dressing etc , complete.

3.0. Mode of Measurements & Payment

3.1. The relevant specifications of item No. 4.12 shall be followed.

3.2. The rate includes cost of collecting, carting sand with all lead and labour for filling the same in

3.3. The rate shall be for a unit of one cubic meter.

Filling in foundation arid plinth with murrum or selected soil in layers of 20 cm.

including watering, ramming and consolidating etc., complete.

1.1. Murrum shall be clean, of good binding quality and of approved quality obtained from

approved pots/ quarries

of disintegrated rocks which contain silicon material and natural mixture of clay of clarions

origin. The size of murrum

shall not be more than 20 mm

2.0. Workmanship

2.1. The relevant specifications of item No. 4.12 shall be followed except that the murrum or

selected soil shall be

filled in foundations and plinth in 20 cms layer including consolidating, ramming, watering,

dressing etc. complete

3.0. Mode of Measurements & Payment

3.1. The relevant specifications of item No. 4.12 shall be followed-.

3.2. The rate includes cost of collecting and carting murrum / or selected earth of approved

quality with all lead

and labour required for filling in trenches and plinth.

3.3. Rate shall be for a unit of one cubic meter.

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate

20 mm. nominal size) and curing complete excluding cost of form work andreinforcement for

reinforced work in : (A) Foundations, footing base of columns and massconcrete.

1.0. Materials & Workmanship

1.1. The relevant specifications of item No. 5.3.13 shall be followed except that the work shall be

carried out forreinforced concrete work for work as specified in item 1.2. In addition, the following

stipulations shall be followed for:

The bars shall be kept in position by the following methods :

In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2

(1cement : 2 coarse sand) about 4 cms. x 4 cms. section and of thickness equal to the specified cover

shall be placedbetween the bars and shattering as to secure and maintain the requisite cover of concrete

over the reinforcement. Incase of cantilevered or doubly reinforce beams or slabs, the main reinforcing

bars shall be held in position byintroducing chain spacers or supports bars at 1.0 to 1.2 metercenters.

(ii) In case of columns and walls, the vertical bars shall be kept in position be means of timber

temphtes withslots accurately out in them, the tamphthes shall be removed after concreting has been

done below it. The bars maybe also be suitably tied by means of annealed steel wires to the shuttering

to maintain their position during concreting.

1.2. AH bars projecting form pillars, columns, beams, slabs etc, to which other bars and concrete are to

beattached of bounded to later on, shall be protected with a coat of thin neat cement grout, if the bars

are not likely to beincorporated with succeeding mass of concrete within the following 10 days. This

coat of thin neat cement shall beremoved before concreting.

2.0. Mode of Measurement & Payment

2.1. The relevant specifications of item No. 5.3.13 shall be ffollowed.

2.2. The volume Occupied by reinforcement shall not be deducted from R.C.C. work.

2.3. The rate shall be for a unit of one cubic meter.

Providing and laying in position Ready Mixed M250 grade concrete for reinforced

cement conctere work , using cement content as per approved Design Mix

manufactured in fully automatic batching plant and transported to site of work in

transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured

as per mix design of specified grade ffor

or reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering

shuttering finishing and reinforcement including cost of admixtures in recommended

proportions as per IS: 9103 to accelerat

e / retard setting of concrete, improve

workability without impairing strength and durability as per direction of the Engineer -

in - charge. Without Fly Ash (Min. cement level as per latest IS 456 shall be maintained)

(Cement level 450 kg).

For R.C.C. Workk of any shape of Footing, Column, Beam, Slab, Staircase, Lintel,

Chajja, Walls etc.

ForCementConcretegradeM

ForCementConcretegradeM-250

1.1. WatershallconformtoM-1.CementshallconformtoM

1.CementshallconformtoM-3.SandshallconformtoM-6.

conformtoM-8.CoarseaggregateshallconformM

8.CoarseaggregateshallconformM-12.

1.2. Theshutteringtobeprovidedshallbeof ordinarytimberplankandshallconformtoM

ordinarytimberplankandshallconformtoM-

1.3. Thedimensionsofscantlingsandbattensshallconformtothedesign.Thestrengthof the wood shall not be

less than that assumed in the design.

2.1. The concrete mix shall be designed from preliminary tests. The proportion of the concrete mix shall be

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm.

nominalsize)byvolumeconcreteworkshallhaveexposedconcretesurfaceorasspecified in the item.

2.2. The proportioning of cement and aggregates shall be done by weight and necessary

precautionsshallbetakenintheproductiontoensurethattherequiredwork cubestrengthis attained and

maintained. The controlled concrete shall be in grades of M

400 with prefix controlled added to it. The letter M refers to mixandthenumbersspecify28days

workscubecompressivestrengthof 250mm.cubesof the mix expressed in Kg./cm.

2.3. The proportion of cement, sand and coarse aggregate shall be determined of weight.

Theweighbatchmachineshallbeusedformaintaining

achineshallbeusedformaintaining propercontrolovertheproportionof aggregates as per mix

design. The strength requirements of different grades of concrete shall be as under:

GradeofConcreteCompressivestrengthof15cms.cubesinkg/cmt.at 28 days, conducted in

accordance with I.S. 516-1959.

PreliminarytestMin.WorkTestMin.

Inallcases,the28dayscompressive strengthspecifiedinabovethecriteriaforacceptance or rejection of the

concrete.Where the strength of a concretemix as indicated by tests, lies in between the strength of any two

grades specified in the above table, such concrete shall be classified inforpurpose asconcrete belonging

tothelower of thegrades between which its strength lies.

3.0. Workmanship

3.1. The proportions for ingredients chosen shall be such that concrete has adequate workability for

conditions prevailing on the work question and can be property compacted with means available except

where it can be shown to the satisfaction of the Engineer-in- charge,thatsupplyof

properlygradedaggregateofuniformqualitycanbemaintainedtillthe completion of work, grading of aggregate

shall be controlled by obtaining the coarse aggregates in different sizes and bending them in the right

proportions as required. Aggregates of different sizes shall be stocked in separate stock piles. The required

quantity of material shall be stock piled several hours, preferably a day before use. The grading of coarse and

fine aggregate shall be checked as frequently as possible, the frequency for a given job being determined by

Engineer-in-charge to ensure that the suppliers are maintaining the uniform grading as approved for samples

used in the preliminary tests.

3.2. In proportioning concrete, the quantity of both cement and aggregate shall be determined by

weight.Where the weight of cement is determined by accepting the maker's

weightperbag,areasonablenumberof bagsshallbeweightedseparatelytocheckthenet weight. Where cement is

weighted form bulk stocks at site and not by bags, it shall be weighed separately from the aggregate. Water,

shall either be measured by volume in calibrated tanks or weighed. All measuring equipment shall be

maintained in clean and serviceable condition. Their accuracy shall be periodically checked.

3.3. It is most important to keep the specified water cement ratio constant and at its correct value.

Tothisend,moisturecontentinbothfineandcoarseaggregatesshallbedetermined bytheEngineer-in-

chargeaccordingtotheweather conditions.Theamount ofmixing water shall then be adjusted to compensate

for variations in the moisture content. For the determination of moisture content in the aggregates I.S.

(Part-Ill) shall be referred to. Suitable adjustments shall also be made in the weights of aggregates due to

variation in their moisture content. Minimum quantity of cement to be used in controlled concrete shall not

be less than 220 kg./m3 in plain concrete and not less than 250 kg/m3 in reinforced concrete.

3.4Theformworkshallconformtotheshapelinesanddimensionsasshownontheplans and be

constructedastoremain sufficientlyrigidduring theplacing andcompacting of the concrete.

Adequate arrangements shall be made by the contractor toe safe-guard against any settlementoftheform-

work duringthecourseofconcretingandafterconcreting.Theform work of shuttering, centering, scaffolding,

bracing etc. shall be as per design.

4.0.ClearingandTreatmentofforms:

4.1. All rubbish, particularly chipping shaving and saw dust shall be removed from the interior

oftheformbeforetheconcretework is placedandtheformincontactwithconcrete shall be cleaned and

thoroughly wetted or treated. The surface shall be then coated with soap solution applied before concreting

is done. Soap solution for the purpose shaft preparedbydissolving yellowsoap in watertoget consistencyof

paint. Alternativelya coat ofrawlinseedoilshallbeappliedafterthoroughlycleaningthesurface.Careshallbetaken

that the coating does not get on construction joint surface and reinforced bars.

5.0Stripping time:

5.1.Innormalcircumstancesandwhere ordinarycement isusedformsmaybestruck after expire of following

(a) Sidesofwallscolumnsandverticalfacesof beams… ............................................... 24to48 hours.

(c) Removalofpropsslabs:

(d) RemovalofpropstbeamsandArches:

6.0Procedurewhenremovingtheformwork:

6.1. Allform work shall be removed without such shock or vibrations as would damage the

reinforcedconcretesurface.Beforethesoffitsformwork andstrutsareremoved,thesoffits and the concrete surface

shall be exposed where necessary in order to ascertain that the concrete has sufficiently hardened.

7.1. The centering to be provided shall be got approved. It shall be sufficiently strong to

ensureabsolutesafetyoftheformwork andconcreteworkbefore,duringandafterpouring concrete.

Watchshouldbekepttoseethat behaviororcenteringandformwork issatisfactoryduring concreting. Erection

should also he such that it would allow removal of forms in proper sequence without damaging either the

concrete or the forms to be removed.

7.2. Thepropsofcenteringshallbeprovidedonfirmfoundationorbaseofsufficientstrength to carry the loads

without any settlement.

7.3. The centering and form work shall, be inspected and approved by the Engineer-in- charge before

concreting. But this will not relieve the contractor of his responsibility for

strength,adequacyandsafetyofformwork andcentering.Ifthereisafailureofformworkor centering, contractor

shall be responsible for the damages to property.

8.0Scaffolding:

8.1. All scaffolding, hoisting arrangements and ladders etc. required for the facilitating of conceding shall be

provided and removed on completion of work by contractor at his own expense. The scaffolding, hoisting

arrangements and ladders etc. shall be strong enough to withsandalllive,deadandimpact

loadsexpectedtoactandshallbesubjecttotheapproval of the Engineer-in-charge. However contractor shall be

solely responsible for the safety of the scaffolding, hoisting arrangement, ladders, work and workman etc.

8.2. Thescaffolding,hoistingarrangementsandladdershallalloweasyapproachtothe work spot and afford

easy inspection.

8.3. Therateisapplicabletoallconditionof workingandheightupto4mts.Therateshall include the cost of

materials and labour for various operations involved such as :

(a) Splayededges,notching,allowanceforoverlapsandpassingatangles,battens centering, shuttering

propping, bolting, wedging easing, striking and removal.

(b) Filletingtoformstopchamferededgesorsplayedexternalanglesnotexceeding20mm: width to beams,

columns and the like.

(c) Temporaryopeningsintheformsforpouringconcrete,ifrequiredremovingrubbish

Temporaryopeningsintheformsforpouringconcrete,ifrequiredremovingrubbishetc.

(d) Dressingwithoiltopreventadhesionofconcretewithshuttering

Dressingwithoiltopreventadhesionofconcretewithshutteringand.

(e) Rakingorcircularcutting.

9.1.Beforere-use,

use, allfromshallbeinspectedbyEngineer

allfromshallbeinspectedbyEngineer-in-chargeandtheirsuitability ascertained.

Theformsshallbescarred, cleanedandjointsaregoneover,repairedwhererequired. Inside surface shall be

retreated to prevent adhesion of concrete.

o the start construction the contractor shall design the mix in case of design mix

concreteorproposenominalmixincaseof nominalmixconcreteandsubmittotheEngineer in charge forapproval

the proportions of materials including admixtures to be used water reducin

admixturesBeforestatingconcretethebedoffoundationtrenchesshallbeclearedofall loose materials leveled

watered and rammed as directed.

1.2CompleteincludingmixingplasticizerConplastP

1.2CompleteincludingmixingplasticizerConplastP-211@100ML/bagincludingmixing

211@100ML/bagincludingmixing shall be used including

making c channel size required to level and slope and thickness of the concrete road leveling of placed

concrete with surface vibrator and finishing with power floater shall be done Floater and trowel light

booming the surface shall be done expansions joints shall be cut as di

5.3ForsubbaseshallbeleveleduppriortostarttheTrimix

5.3ForsubbaseshallbeleveleduppriortostarttheTrimixconcrete.

Thechannelshallbeplacedonbothsideandshallbecheckbyplumb&tospiritlevelintrue level and longitudinal slope

and gradient and camber.

FORMASSCONCRETEWORK:

6.1 Drycoarseandfineaggregateandcementshallthenbemixedthoroughlybyturning over to get a mixture of

uniform colour.

6.2 Enough water shall then be added gradually and the mass turned over till a mix of required consistency is

obtained. In case of hand mixing quanti

ty of cement shall be

increasedby10percentabovethatspecified.Thequantityof watershallbejustsufficientto produce a dense

concrete of required workability for the purpose

6.3 The concrete shall be mixed in a mechanicalmixer. At the site of work Hand mixing may however h be

allowed for smaller quantity of work if approved by the Engineer

Engineer-in-charge.

charge. When hand mixing is permitted by

the Engineer-in-charge

charge in case of break

down of machineriesandintheinterest

ofthework.Mixerswhichhavebeenout ofuseformorethan 30 minutes shall be thoroughly cleaned before

putting in a new batch. Unless otherwise agreed to be the Engineer in

charge, the first batch of concrete from

the mixer shall contain only two thirds of normal quantity of coarse aggregate. Mixing plant shall be

thoroughlyly cleaned before changing from one type of cement to another.

6.4 The method of transporting and placing concrete shall be approved by the Engineer-in

Engineer charge.Concrete

shall be so transported and placed so that no contamination, segregations orlossof

itsconstituentmaterialtakesplace.Allformworkandreinforcement containedinit shall be cleaned and made free

from standing water, dust, snow or ice immediately before placing of concrete. No concrete shall be placed in

any part of the structure until the approval of the Engineer-in-charge has been obtained.

6.5 Mixing shall be done on a smooth watertight platform large enough to allow efficient turning over the

ingredients of concrete before and after adding water, Mixing platform shall besoarrangedsothat

noforeignmaterialshallgetmixedwithconcretenordoesthemixing water flow out.

6.6 Cementinrequirednumberofbagsshallbeplacedinauniformlayerontopofthe measured

quantityoffineandcoarseaggregate,whichshallalsobespreadinalayerofuniform thickness on the mixing platform.

6.7 Unless otherwise agreed to by the Engineer-in-charge, concrete shall not be dropped into placefrom

aheightexceeding 2meters.Whenchutes areusedtheyshallbekeptclean and used in such a way as to avoid

segregation. When concreting has to be resumed on a surface which has hardened, it shall be roughened,

kept clean, thoroughly wetted, and

coveredwitha13mm.thicklayerofmortarcomposedofcementandsandinthesameratio as in the concrete mix

itself. This 13 mm. layer of mortar shall be freshly mixed and placed immediately before placing of new

concrete. Where concrete has not fully hardened, all laitance shall be removed by scrubbing the wet surface

with wire or bristle brushes, care being taken to avoid dislodgement of any particles of coarse aggregate. The

Surface shall then be thoroughly wetted, all free water removed, and the coated with neat cement grout. The

first layer of concrete to be placed on this surface shall not exceed 150 mm. in thickness, and shall be well

rammed against old work particular attention beinggiventocornersaridClosespots.

6.8 If concreting isnot startedwithin 24 hours of the approval beinggiven, it shall haveto be obtained again

from the Engineer-in-charge. Concreting being given, t shall proceed continuously over the Area between

construction joints. Fresh concrete shall not be placed against concrete which has been in position for more

than 30 minutes unless a proper construction joint is formed. Concrete shall be compacted in its final position

within 30 minutes of its dischargefrom the mixer unless carried in properly design agitators, operating

continuously, when this time shall be within 2 hours of the addition of cement to the mix and

within30minutesof itsdischargefromtheagitator.Except whereotherwiseagreedtobethe Engineer-in-

charge,concreteshall be deposited in horizontal layers toa compacteddepth of not more than0.4-S-metre

when internal vibrators areusedand not exceeding 0.30meter in all other cases

6.9 In the case of reinforced concrete work workability shall be such that the concrete surrounds and properly

grips all reinforcement. The degree of consistency which shall dependuponthenatureof work

andmethodsofvibrationof concreteshallbedeterminedby regular slump, tests. Following slump shall be

adopted for different types of works.

Typeof workvibratorsused. SlumpsWherevibratorsAreusedWherearenotMass concrete in R.C.C. foundations

footings and retaining walls. 10 - 25 mm 80 mm

(ii) Beams,slabsandcolumnssimplyReinforced25–40mm100-120 mm

(iii) ThinR.C.C.sectionorsectionwithmm.congestedsteel40–50mm125-150 mm

7.1 When concreting has to be resumed on a surface which has hardened, it shall be roughened,swept,

clean,thoroughlywettedandcoveredwitha13mm.thicklayerof mortar shall be freshly mixed and placed

immediately before placing of' new concrete. Where concrete has not fully hardened, allegiance shall be

removed by scrubbing the well surface with wire or bristle brushes, care being taken to avoid dislodgement of

any particles of coarseaggregate.Thesurfaceshall thenbethoroughlywetted, withneatcementgrout.The first

layer of concrete to be placed on the surface shall not exceed 150mm in thickness and shall be well rammed

against old work particular attention being given to corners and close spots.

8.0 Transporting&PlacingtheConcrete

8.1 Theconcreteshallbehandedfromtheplaceof mixing tothefinalpositioninnotmore than 15 minutes by the

method as directed and shall be placed into its final position compacted and finished within 30 minutes of

mixing with water i.e. before the setting commences.

8.2 Theconcreteshallbelaidinlayersof15cmsto20cms.

8.3 All concrete shall be compacted to produce a dense homogeneous mass with the

assistanceofvibrators,unlessotherwisepermittedbytheEngineer-in-chargeforexceptional cases, such as

concreting under water, where vibrators can not be used sufficient vibrators in serviceable condition shall be

kept at site so that spare equipment is always available in the event of break downs.

8.4 AfterPlacing

The mechanical vibrator shall be installed on channel and it shall be run in forwarded directionof

concreteplacing.Thevibratorshallbestartandshallbeuseasperinstructionof Engineer-incharge.

The water shall be suck by dewaterization equipment by spreading vaccum sheet on

concreteaftersufficientvibratorthefloatingwatershallbesufficientlysuckfromconcreteso that the sufficient

strength of concrete shall be achieved.

Themechanicaltrowelshallbestartafterdewateringfromconcrete.Thetrowelshallbe run insuchawaythat

therequiredfinishtopsurfaceof concreteshallbeachievedmatfinishor glossy finish.

9.1 Immediately after compaction, concrete shall. be protected against harmful effects of

weatherincludingrain,runningwater,shocks,vibration,traffic,rapidtemperaturecharges, frost and driving out

process shall be covered with wet jute bags or the similar absorbent material approved by the

Engineer-in-chargesoonaftertheinitialsetandshallbekeptcontinuouslywetfor aperiodof not less than 14 days

from the date of placement. Masonry work over the foundation concrete may be started after 48 hours of its

laying but the curing of concrete shall be continued for a minimum period of 14 days.

9.2 Afterthefinalset,theconcreteshallbekept continuouslywetif requiredbypoundingfor a period of not less

then 7 days form the date of placement. Hard and bitter water shall not be used for curing

9.3 Thecontractionjointsshallbecutuptotherequireddepthattheendof paneldebonding strip 12mm thick shall

be provided the contraction joints & construction joints of 10mm x 25mm by using concrete cutter machine

etc. complete as directed by Engineer in charge.

10.0 ModeofMeasurement&Payment:

10.1 ThepaymentwillbemadeonCumbasisofthefinishedwork.

10.2 In reinforced concrete the volume occupied by reinforcement shall not be deducted.

Theslabshallbemeasuredasrunningcontinuouslythroughandthebeamastheportion below the slab.

10.3 Allnecessarylabour,materialsequipmentetcforsampling,preparingtestcubes,curing etc. shall be provided

by the Contractor. Testing of the materials and concrete may be arranged by the Engineer in charge in an

approved laboratory at the cost of the contractor

10.4 The unit rate concrete shall include the costof allmaterials, tools and plant requiredfor

mixing,placinginposition,compacting,andcostwaterreducingconcreteandmixtureat100 ml per bag of cement

and making channel 75 mm x 75 mm required to level and slope and thickness of the concrete road leveling of

placed concrete with surface vibrator and finishing with power floater and trowel light booming the surface

and cutting Expansions joints by machine as directed by The Engineer in charge and finishing as per direction

of the Engineer-in-charge, curing and all other incidental expenses for producing concrete of specified

strength to complete the structure or its components as shown on the drawingsand according to these

specifications. They shall also include the cost of making, fixing and removing of all centering and forms

required for the work.

10.5 Theconcreteshallbemeasuredforitslengthbreadthlimitingdimensionstothose specified on plan or as

Therateshallbefora unitof oneCum.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding

and placing in position complete for any floor, any height, any shape, any level any

leand and any lift.

1. General Material:

1.1 The Relevant specification of item No.- 5.4.11 [ but use ISI Mark TMT Bar FE 500/ 500D of

Approved make & Standard ISI. Reinforcement for RCC work, Page No.- 37 shall be followed

from 'General Technical SpecificationsFor BUILDING WORKS' Book. Clause 5.3 for

Reinforcements Work, page -133 to 135 shall be followed from Specificationbook.

1.2 The reinforcing bars shall be free from grease, rust, loose scale or dirt. Every bar shall be

inspected before assembling on the work and any defective, brittle or burnt bars shall be removed.

Cracked ends of bars shall be cutout.

All bars shall be carefully and accurately bent by the contractor in accordance with the R.C.C.

Drawings and special care shall be taken:

i) To ensure that the depth of the crank is correct as per bar cutting and bendingschedule.

ii) To see that the rods are placed in exact position. The bars should not be bet or straightened in any

manner that will injure thematerial.

iii) Hooks shall be either a complete semicircular turn with a radius of not less than 4 and not

more than 6 bar diameters plus extension of at least 4 bar diameters at the free and ora

90-degree bend having a radius of not less than 4 bar diameter.

As far as possible, bars of the maximum length available shall be used. Laps shown on drawings or

otherwise specified by the Structural Engineer will be based on the use of maximum bar length by

the contractor. In case the contractor wishes to use shorter bars, laps shall be provided at the

contractor’s cost in the manner and at the locations

approvedbytheStructuralEngineer.Notmorethat25%ofthebarsshallbelappedatonesection.

Spacing, Supporting & cleaning

All reinforcement shall be placed within tolerance detailed below and maintained in the positions shown

on the drawings.

1.5 Tolerance on Placing of Reinforcement: Unless otherwise specified by the Structural Engineer,

reinforcement shall be placed within the followingtolerances:

i) For effective depth 200 mm or less + 10mm

ii) For effective depth more than 200 mm + 15mm

The cover shall in no case be reduced by more than one-third of specified cover or 5 mm whichever is

1.6 The contractor shall provide approved types of supports as specified on the drawings for

maintaining the top bars of the slabs in position duringconcreting.

The concrete cover required over the reinforcement shall be as shown in structural drawings and

shall be provided accordingly by using PVC cover blocks of approved make and of required size

for slabs, beans, columns, walls and other R.C.C. elements at specified spacing in one direction

or in both directions. The PVC cover blocks shall be provided in slabs and walls at minimum

spacing of 1 meter both ways. Precast blocks of cement mortar

proportion1:2about40mmx40mmsquareandthicknessequaltotheclearancespecifiedshallbeusedassp

ecified, otherwise PVC cover blocks shall be used to keep the reinforcement bars in proper

position ensuring the correctover.

1.8 Requirement of Concrete cover on various type of RCC structural members of normal

construction is tabled below for general guide line only to be follow if not specified on structural

S.No. Details Clear CoverRequirement

1 Mat In footing a) 75 mm, if footing is in contact with b) 50 mm if footing is laid

over bed concrete. 2 Longitudinal reinforcing bars incolumn

1) Width/depthabove200mmreinforcementbars>12mm Not less than 40 mm or dia. of

2) Width/depthabove200mmreinforcementbars<12mm 25 mm 3 Longitudinal barsinbeam Not less

6 Reinforcement in walls 15 mm or dia ofbars

7 Ateachendofreinforcementbarsinanymember 25 mm or

twice the dia of bar 8 Inslab , walls., beam on the surface in contact

1.9 The rates of concrete shall include the providing of such cover blocks and hence nothing extra

shall be paid for providing and fixing cover blocks to ensure adequate concrete cover

toreinforcement.

1.10 1.5 mm (16 SWG) annealed steel wire shall be used as binding wire. All bars crossing one

another shall be bound with this wire twisted right to make the skeleton or network rigid so that the

reinforcement is not displaced during placing orconcrete.

1.11 Bars must be cleaned before concreting commences. The bars shall be cleaned with dry

gunny bag is they are coated lightly with rust or other impurities. On no account shall the bars be

oiled or painted nor shall mould oil used on the form work be allowed to come in contract with the

bars. Cement wash shall be permitted. Re- rolled bars shall not beused.

1.12 During placing concrete, the greatest care shall be taken to prevent any displacement or

bending of the bars, ties, links, stirrups, orfabric

1.13 Welding of steelbars

Electrodes used for welding shall be of the best quality approved by the Structural Engineer. The

Electrodes shall conform to latest IS :

The welding shall be qualified welder having a certificate from recognized institute. The welding of

Mild Steel bars shall be done in accordance with latest IS:816 and as specified on the detailed drawings

and instructions.

Before doing the welding at site the contractor shall make minimum 3 joints of which type of welding

(either butt or lap) and get it tested from the laboratory at is own cost. Only after the satisfactory test

certificate of joints from the laboratory the contractor shall be permitted to do the welding. Whenever

welder changes, similar test shall be carried out.

Minimum 5% of the joints or as required by the Structural Engineer shall be cur from the actual joins

done at site and tested for tensile test. If joints fail the work shall be rejected and contractor shall have

to replace the joints fail the work shall be rejected and contractor shall have to replace the joins with

new ones and for any additional expenditure on account of cutting and redoing the new joints will be

borne by thecontractor.

The Steel bars shall be perfectly aligned before welding.

1.14 Minimum weight ofreinforcement

Cross sectional area and mass of steel bar. These are as per clause No.

5.2 of IS 1786 MODE OF MEASUREMENT AND PAYMENT

The relevant of item No.5.4.11 [ but use ISI Mark TMT Bar FE 500/ 500D of Approved make

Reinforcement for RCC work, shall be followed & all item shall include the cost of all & necessary

scaffolding. The work shall be done

atallflooraspermentionedintender&drawingIncl.alltypesofplant,machinery,tools,tolerance,labour,maintai

B.B.S. card, Test Schedule, etc. complete

For the purpose of calculation consumption, wastage shall not be permitted.

Excess consumption over 5 % will be charged at penalty rate. The rate shall be for a unit One Kg.

Centering and shuttering including strutting, steel plates stiffened by steel angles, propping etc. and

removal of form work for any floor, any shape, any height, any level, any lead and any lift

for:Foundations Footings Bases of Columns etc. and Mass concrete.Flat surfaces such as soffits of

supspened floors slabs Landings and the like.Columns PillarsPosts and struts for all type of

plan.Sides and soffits of Beams Beam Haunchings cantilevers Girders Bressumers and Lintels.

1.0. Materials and Workmanship

The relevant specifications of item 9.1 (A) shall be followed except that the form work shall be carried

out for vertical

surfaces such as walls of any thickness, partitions etc.

2.0. Mode of measurement and payment

2.1. The relevant specifications of item No. 9.1 (A) shall be followed"

2.2. The rate shall be for a unit of sq. meter.

1.0. Materials and Workmanship

1.1. The relevant specifications of item No.9.1 .(A) shall be followed.

1.2. The rate shall be for a unit on one sq. meter.

Brick Masonry Work

1. Foundation Masonry:

P&LBrickworkusingcommonburntclaybuildingbrickshavingcrushingstrengthnotlessthan35Kg./Sq.

Cm. in foundation & plinth in cement Mortar 1:6 (1-Cement :6-finesand) (A) Conventional For

foundation &plinth etc. Complete, as per detailed & directed byEIC.

Materials:WatershallconformtoM-1CementshallconformtoM-3Sand shallconformtoM-

6.Brickshall conform to M-15 Cement mortar shall conform toM-11.

Workmanship: Proportion:

The proportion of the cement mortar shall be 1:6 (1 cement : 6 fine

sand) by volume. Wetting of bricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two

hours before use or as directed. The cessation of bubbles, when the bricks are wetted with

water is an indication of through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not be used

except when necessary to complete to bond; closer in such case shall be cut to required size and used

near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course. Each

first be properly bedded and set home by gently tapping with handle of trowel or wooden mallet.

It side face shall be flushed with mortar before the next brick is laid and pressed against it. On

copletion of course, the vertical joints shall be fully filled form the top with mortar.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal and all vertical

joint shall be truly vertical. Vertical joints in alternate course shall generally be directly one over the

other. The thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden straight edges,

mason’s sprit level, square half meter rub, and pins, string and plumb shall be kept on the site of

work for frequent checking during the progress ofwork.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper place. All the

connected brick work shall be kept not more than one meter over the rest of the work. Where this

is not possible, the work shall be raked back according to bond (and not left toothed) at an angle

not steeper than 45degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be

built in wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not

exceed 12 mm. The face joints shall be raked out as directed by taking tools daily during the

progress of work, when the mortar is still green so as to provide key for plaster or pointing

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar

dropping removed.

Greenworkshallbeprotectedfromrainsuitably.Masonryworkshallbekeptmoistonallthefacesforape

riod seven days. The top of masonry work shall be kept well wetted at the closeof the day

Preparation of foundationbed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared

materials,cleanedandwettedbeforestartingmasonry.Ifmasonryistobelaidonconcretefooting,thet

concreteshallbecleanedandmoistened.Thecontractorshallobtaintheengineer'’approvalforthe

foundation bed, before foundation masonry isstarted.

Whenpuccasflooringistobeprovidedflushwiththetoptoplinth,theinsideplinthof

fset hallbekeptlowerthantheoutsideplinthtopby the thicknessoftheflooring.

Mode of measurements and payment:

The measurements of this item shall be taken for the brick masonry fully completed in

foundation up to

plinth.Thelimitingdimensionsnotexceedingthoseshownontheplansorasdirectedshallbefinal.Batte

red, tapered and curved portions shall be measurednet.

No deduction shall be made from the quantity of brick work nor any extra payment made for

embedding in masonry or making holes in respect of following items:

(1) Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross

sectional area does not exceed 500 Sq. cm.

(2) Opening not exceeding 1000 Sq.cm.

(3) Wallplatesandbedplates,bearingofslabs,chhajasanthelikewhosethicknessdoesnot

exceed 10Cms.andthebearingdoesnotextendtothefullthicknessofwall.

(4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors,

(5) Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into

masonry and pipes etc. for concealedwiring.

(6) Forming chases of section not exceeding 350 Sq. Cm. inmasonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make

splaying of jambs, throating and making Arches over the aperture be paid for separately.

The rate shall be for a unit of one cubic meter.

2. Above Plinth Masonary:

P&LBrickworkusingcommonburntclaybuildingbrickshavingcrushingstrengthnotlessthan35Kg./Sq.

Cm. in Super Structure in cement Mortar 1:6 (1-Cement :6-finesand) (B) Conventional For

Ground Floor &(B) ConventionalForFirstFlooretc.Complete,asperdetailed&directedbyEIC..

Bricks shall conform to M-15. Cement mortar shall conform M-11.

The relevant specifications of item No. 13 shall be followed except that the masonry work shall

be carried out above plinth level to floor two level i.e. for ground floor.

The frames of doors, windows, cupboards, etc. shall be housed into the brick work at the correct

location and level as directed. The heavy steel doors, window frames etc. shall be built in with

brick work but for ordinary steel doors and windows required opening for frames, hold fasts

etc. shall be left in the wall and frames embedded later on in order to avoid damage to the

Necessary scaffolding shall be provided. The supports of the scaffolding shall be sound and strong

tied together with horizontal pieces over which the scaffolding planks shall be fixed. Simple

scaffolding shall be allowed normally. In this case scaffolding hole shall rest in hold header

horizontal coarse only. Minimum number of holes shall be left in brick work for supporting

horizontal scaffolding holes.

The contractor is responsible for providing andmaintaining sufficientlystrong scaffoldingso as

to withstand all loads likely to come upon it.

For the face of brick work where plastering is to be done joints shall be racked out to a depth not

thanthicknessofjoints.The

faceofbrickworkshallbecleanedandmortardroppingremovedonverysame day that brick work

Mode of measurement:

The masonry work of G. F. i.e. above plinth level to floor two level shall be measured and

paid under this item.

Brickworkinparapetshallbeincludedinthecorrespondingmasonryitemofstoreimmediatelybelowt

he floor above which the parapet isbuilt.

No deduction shall be made from quantity of brick work. No extra payment shall be made for

embedding in masonry or making holes in respect of following items:

The rate shall be for a unit of one cubic meter

Demolition including of serviceable materials and disposal of unserviceable

materialswith ail leads and lifts : R.C.C. work.

1.0. Workmanship

1.1. The relevant specifications of item 4 shall be followed except that demolition of R.C.C.

work is to bedone.

2.0. Mode of measurements and payment

2.1. The relevant specifications of item 4 shall be followed except that the demolition of

reinforced concretestructure is to be clone. The unserviceable materials shall be disposed of

at all leads and lifts. The rate excludesscraping straightening of reinforcement but includes

cutting of reinforcement.

2.2. The rate shall be for a unit of one cubic meter.

Demolition of brick work and stone masonry including stacking of serviceable

materials and disposal of unserviceable materials with all leads and lift : in cement

1.0. Workmanship

1.1. The relevant specifications of item 6 shall be followed except demolition of brick or

stone masonry incement mortar is to be done.

2.0. Mode measurements and payment

2.1. The relevant specifications of item 6 shall be followed. The unserviceable materials

shall be stackedas directed by Engineer-in-charge with all leads and lifts.

2.2. The rate shall be for a unit of one cubic meter.

Removing Plaster & dry or oil bound distemper by a washing and scraping and sand

papering the wall surface smooth including necessary repairs to scratches complete.

1.0. Workmanship

1.1. The relevant specification of item 5 shall be followed except the dismantling of Plater

work on mortar shall be done. Dismantling implies carefully taking up or down or removing

without ^damage. The articlesshall be passed by hand where necessary and lowered and

where these are fixed by nail, screws, bolts etc., theseshall be taken out with proper tools.

2.0. Mode of measurements and payment

2.1. The supporting materials such as joints, beams if any etc. shall be measured

separately. The relevantspecifications of item No. 5 shall be followed;the rate shall include

staking the unserviceable materials asdirected with all lead and lift.

2.2. The late shall be for a unit of one sq. meter.

20 mm. thick cement plaster in single coat on rough side of single or half brick wall

forinterior plastering up to floor two level, finished even and smooth in cement mortar

1:4 (1cement : 4 sand).

1.0. Materials & Workmanship

1.1. The relevant specifications of item No. 17.59. (II) shall be followed except that the

thickness of plastering

shall be 20 mm. in C.M 1:4.

2.0. Mode of measurements & payment

2.1. The relevant specifications of item No. 17.59 (I) shall be followed.

2.2. The rate shall be for a unit of one sq. meter

17.61 (III) 20 mm. thick cement plaster in single coat on rough side of single or half brick

interior plastering up to floor two level, finished even and smooth in C.M. 1:6 (1 cement :

1.0. Materials & Workmanship

1.1. The relevant specifications of item No. 17.59 (III) shall be followed except that thickness

of plaster shall be

2.0. Mode of measurements & payment

2.1. The relevant specifications of item No. 17.59 (I) shall be followed.

2.2. The rate shall be for a unit of One sq. meter.

17.69 Extra over items 51 to 65 for finishing with a floating coat of neat cement slurry.

1.0. Materials & workmanship

1.1. The relevant specification of item No. 17.58 and 1761 shall be followed for materials

and workmanship

except that this work is only providing smooth cement finish with floating coat of neat

1.2. The coat of cement and fine sand mortar of proportion V1 (1 5 mm thick about) shall be

plastered surface with a trowel to provide uniform texture while the bas;. coat is still plastic.

1.3. In any continuous face of wall the finishing treatment should be carried out continuously

breaks made to coincide with architectural breaks in order to avoid unsightly Junctions

1.4. Curing : All the plaster work shall be kept damp continuously for a period 7 days

2.0. Mode of measurements and payment

2 1. The payment shall be made for a unit of 1.0 sq. mt of work done over an above the

finishing of work of

2.2. The relevant specifications of item of base coat shall be followed for measurements and

2.3. The rate shall be for a unit of One sq. meter.

Finishing wall with weather proof exterior emulsion paint 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.

WatershallbeconformM-1.TheplasticemulsionshallconformtoI.S.:5411-1969(part- l).

2.1. Scaffolding:Therelevantspecificationsofitem-No.18.11Para2.1shallbefollowed.

2.2. Preparation of surface : The relevant specification of item No. 18.44 Para 2.2 shall be

2.3. PreparationofMix:

This shall be done as per manufacturer’s instructions. The thinning of emulsion is to be done with

water and not with turpentine. The quantity of thinner to be added shall be as per manufacturer

2.4. Application:

2.4.1. Beforepouringintosmallcontainersforuse,thepaintshallbestirredthoroughlyin item

container.Whenapplying also, the paint shall be continuously stirred in the smaller container, so

that its consistency is kept uniform.

2.4.2. Thepaintshallbelaidonevenlyandsmoothlybymeansofcrossingandlayingoff the crossing and

consist of covering the area over with paint, brushing the surface hard for the first time over and

then, brushing alternately in opposite direction two or three times and then finally brushing lightly

in direction at right angles to the same. In this process, no brush Marks shall be left after the laying

off is finished. No hair marks from

thebrushorcloggingofpaintpuddlesinthecornersofpanels,anglesof mouldings,etc. shall be left on

the work. The full process of crossing and laying off will constitute one coat.

2.4.3. The paint shall be applied with brush or rollers. For undecorated surfaces, the surface shall

be treated with minimum two coats of cement water proofing paint. The second or subsequent

coat shall not be started until the proceeding coat as become sufficiently hard to resist marking by

brushing being used.

2.4.4. The surface on finishing shall present a flat velvety smooth finish. It shall be even and

uniform in shade without patches, brush marks, paint drops etc.

2.5. Precautions:

(a) Old brushes if they are to be used with emulsion paints, shall be completely dried of turpentine

or oil paint by washing in warm soap water. Brushes shall be quickly washed

inwaterimmediatelyafteruseandkeptimmersedinwaterfusingbreakperiodstoprevent the paint from

hardening on the brush.

(b) Inthepreparationofwallforplasticemulsionpainting,nooilbasepetalsshallbesued in filling cracks,

(c) Splashes on floors etc. shall be cleaned out without delay as they will be difficult to remove

(d) Washingorsurfacestreatedwithemulsionpaintshallnotbedonewithin3to4weeks of application

3.0 Modeofmeasurementsand payment

3.1. Therate shallbeforaunitofOnesq.meter.

Wall painting (two coats) with plastic emulsion paint of approved brand of

manufacture on undecorated wall surfaces to give an even shade including thoroughly

brushing the surface free from mortar droppings and other foreign matter and sand paper

Water shall be conform M-1. The plastic emulsion shall conform to I.S.: 5411-1969 (part-l).

2.0. Workmanship

2.1. Scaffolding : The relevant specifications of item-No. 18.11 Para 2.1 shall be followed.

2.2. Preparation of surface : The relevant specification of item No. 18.44 Para 2.2 shall be followed.

2.3. Preparation of Mix :

This shall be done as per manufacture's instructions. The thinning of emulsion is to be done with water

turpentine. The quantity of thinner to be added shall be as per manufacturer instructions.

2.4. Application :

2.4.1. Before pouring into small containers for use, the paint shall be stirred thoroughly in item

container. When

applying also, the paint shall be continuously stirred in the smaller container, so that its consistency is

2.4.2. The paint shall be laid on evenly and smoothly by means of crossing and laying off the crossing

consist of covering the area over with paint, brushing the surface hard for the first time over and then,

alternately in opposite direction two or three times and then finally brushing lightly in direction at right

same. In this process, no brush Marks shall be left after the laying off is finished. No hair marks from

clogging of paint puddles in the corners of panels, angles of moldings, etc. shall be left on the work.

process of crossing and laying off will constitute one coat.

2.4.3. The paint shall be applied with brush or rollers. For undecorated surfaces, the surface shall be

minimum two coats of cement water proofing paint. The second or subsequent coat shall not

be started until the proceeding coat as become sufficiently hard to resist marking by brushing being

2.4.4. The surface on finishing shall present a flat velvety smooth finish. It shall be even and uniform

without patches, brush marks, paint drops etc.

2.5. Precautions :

(a) Old brushes if they are to be used with emulsion paints, shall be completely dried of turpentine or

by washing in warm soap water. Brushes shall be quickly washed in water immediately after use and

immersed in water fusing break periods to prevent the paint from hardening on the brush.

(b) In the preparation of wall for plastic emulsion painting, no oil base petals shall be sued in filling

(c) Splashes on floors etc. shall be cleaned out without delay as they will be difficult to remove after

(d) Washing or surfaces treated with emulsion paint shall not be done within 3 to 4 weeks of

2.6. Protective payment : The relevant specifications of item No. 18.11 shall be followed.

3.0. Mode of measurements and payment

3.1. The relevant specifications of item No. 18.11 shall be followed.

3.2. The rate shall be for a unit of One sq. meter.

Sign Board in Sq mt:

Writing letter or figures on any surface with paint given by architect under the

instruction of EIC.

Materials: Stainless steel and similar for the letters should be corrosion resistant and shall be as per

the size, weight and dimension required on site.

Workmanship:workmanshipshouldbepreciseandfineallstainsorirregularityfromthe surface shall be

removed and clean with thinner or spirit all respective material without any extra payment.

Mode of measurement:-The rate including cost and labor required for complete of the item including

hosting carriage temporary erection like scaffolding etc.

Therateshallbeforaunitof Nos.

ItemNo:-29, 30,

Providing and laying 18 mm thick Granite stone in single piece (min. size 1500 mm) for

staircase flooring landing, risers & treads, skirting over 10 mm. (average thick base of

cement mortar 1:3 (1 cement : 3 coarse sand ) and laid over and jointed with grey

cement slurry including rubbing and polishing etc. complete. including making edge

rounded including making rough finish at edge & groove etc. complete.

52.1. Granite shad be of approved colour and quality. The stone shall be hard, even sound

and regular in shape and

generally uniform in colour. It shall be without any soft veins, cracks of flaws

52.2. The thickness of the stone shall be specified in items

52.3. AH exposed faces shall be double polished to tender truly smooth and even reflecting

exposed edges and corners shall be rounded off as directed The exposed edges shall be

machine cut and shall have

uniform thickness.

Structural steel work (Confirming to IS 4923-1997) riveted, bolted or welded in builtup for all type

sections, in framed work, including cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer all complete as per the structural designs and directions of Engineer in

charge.M - 22 Structural Steel

32.1. All structural Steel! shall conform to I S. 226-1985: The steel shall be free from the defects

mentioned in I.S

226-1975 and shall have a smooth finish. The material shall be free from loose mill scale, rust pits or

affecting the strength and durability. River bars shall conform to I.S. 1148-1973.

32.2. When the steel is supplied by the Contractor test certificate of the manufacturers shall be

obtained according to

I.S. 226-1975 and other relevant Indian Standards.

Painting two coats (excluding priming coat) on new steel and other metal surfaces

withenamel paint, brushing, interior to give an even shade including cleaning the

surface of alldirt, dust and other foreign matter.

The enamel pain shall conform to M-44 B.

2.0. Workmanship

2.1. General : The materials required for work of painting work shall be obtained directly from

manufactures or approved dealer and brought to the site in maker's drums; kegs. etc. with

2.1.2. All materials not in actual use shall be kept properly protected, lids of containers shall

be kept closed and

surface of paint in open or partially open containers covered with a thin layer of turpentine to

prevent formation of

skin. The materials which have become state or flat due to improper and long storage shall

not be used. The paint

shall be stirred thoroughly in its container before pouring into small containers. While applying

also, the paint shall

be continuously stirred in smaller container. No left over paint shall be put back into stock tins.

When not in use the

containers shall be kept properly closed.

2.1.3. If for any reasons, things is necessary, the brand of thinner recommended by the

manufacturer shall be

2.1.4. The surface to be painted shall be thoroughly cleaned and dusted. All rust, dirt and

grease shall be

thoroughly removed before painting is started. No painting on exterior or other exposed part o

the work shall be

carried out in wet, damp or otherwise unfavorable weather and all the surfaces shall be

thoroughly dry before

painting work is started.

2.2. Application of paint:

2.2.1. Brushing operations are to be adjusted to the spreading capacity advised by the

manufacture of particular

paint. The paint shall be applied evenly and smoothly by means of crossing and laying off.

The crossing and laying

off consists of covering the area over with paint, brushing the surface hard for the first time

over and then brushing

alternately in opposite directions two or three times and then finally brushing lightly in a

direction at right angles to

the same. In this process, no brush marks shall be left after the -laying off is finished. The full

process of crossing

and laying off will constitute one coat.

2.2.2. Each coat shall be allowed to dry completely and lightly rubbed with very fine grade of

loose particles brushed off before next coat is applied. Each coat shall vary slightly in shade

and shall be got

approved from Engineer-in-charge before next coat is started.

2.2.3. Each coat the last shall be lightly rubbed down with sand paper of fine pumice stone

and cleaned of dust

before the next coat is applied. No hair marks from the brush of clogging of paint puddles in

the corners of panels,

angles of moldings etc. shall be left on the work.

2.2.4. Special care shall be taken while painting over bolts, nuts, rivets, overlaps etc.

Approved best quality

brushes shall be used.

3.0. Mode of measurements and payment

3.1. The relevant specifications of item No. 19.12 shall be followed for mode of

measurements and payment.

The rate is excluding priming coat.

3.4. The rate shall be for a unit of One sq. meter.

Providing throating or plaster drip and molding to R.C.C. Chhajas.

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6 Cement

mortar shall conform to

2.0. Workmanship

2.1. The work shall be carried out as directed. The proportion of mix for finishing shall be in

C.M. 1:2 by volume.

Curing shall be done for not less than 7 days. The work shall be carried our in best workman

like manner. The

thwarting or plaster drip and mounding shall be one centimeter in thickness.

Providing cement vata (10 cms x 10 cms) size quarter round in cement mortar 1:1

includingneat cement finishing, watering, etc. complete.

1.1. Water shall conform to M-1 .Cement mortar shall conform to M-11.

2.0. Workmanship

2.1. The work of cement vata of 10 cms x 10 cms. size shall be earned out at Functions of

terraces as directed. The vata shall he finished in quarter round shape. The work shall be

earned out in the nest

workman like manner. The inter portion of rain water pipe shall be rounded off properly during

constructing the

vata. The work shall be cured for 7 days.

3.0. Mode of measurements and payment

3.1. The work shall be measured for finished item in running meter.

3.2. The rate shall be for a One running meter.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of M200 grade concrete as per approved

design and including excavation for fixing in proper line and level, filling the joint with

C:M 1:3 (1cement:3fine sand) etc complete.

Water shall confirm to M-1, sand shall confirm to M-6, Cement shall confirm to M-3. Pre-cast concrete kerb

stone of gray cement based concrete block 35cm length,30cm height and 15cm thick of M250 grade

concreteapproved shape.

2.0 Workmanship:

ubgrade shall be cleaned, leveled, wetted and rammed as directed. kerb stone of approved colour, shape

and size, shall be laid in different pattern/design as shown in the drawing or as

directedbyConsultingArchitect/Engineerinchargeasdirectedontop,pressed,tappedgentlyto bring it in line

and level and inter lock with others. The joint shall be as fine as possible. The finished surface shall be true

to levels and slopes as directed. Necessary testing of blocks is to be carried out.

3.0 ModeofMeasurementandPayments:

Therateshallincludethecostof allmaterialsandlabourinvolvedinalltheoperationsdescribed above.

Therateshallbeforaunitofrunningmeter.

Fertilizer (farm yard manure) for plantation area (2” layer)

1.1. Farm Yard Manure (FYM) shall be well-decomposed, friable, free from stones, roots, weeds,

plastics or any foreign matter and of approved quality.

1.2. FYM shall be obtained from approved sources and shall consist of decomposed cattle dung mixed

with litter, bedding materials and urine-soaked earth.

1.3. The manure shall be sufficiently matured and stabilized so as not to generate excessive heat or

harmful gases after application.

1.4. Moisture content shall be such that the material can be evenly spread without forming lumps.

2.0 Workmanship

2.1. The plantation area shall be cleared of debris, stones and unwanted materials before spreading

2.2. Farm Yard Manure shall be spread uniformly over the plantation area to a compacted thickness

of 2 inches (approximately 50 mm) or as directed by the Engineer-in-Charge.

2.3. The manure shall be evenly dressed and lightly mixed with the topsoil wherever required to

ensure proper integration with existing soil.

2.4. Watering shall be carried out as required to maintain adequate moisture for proper soil

2.5. All operations shall be carried out carefully to avoid damage to existing plants, structures or

2.6. The work shall be completed to the satisfaction of the Engineer-in-Charge.

3.0 Mode of Measurement & Payment

3.1. Measurement shall be made in square meters of plantation area actually covered with Farm Yard

Manure of specified thickness.

3.2. The rate shall include the cost of Farm Yard Manure, collection, loading, transportation,

unloading, spreading, dressing, watering, labour, tools, equipment and all incidental charges

3.3. No extra payment shall be made for leads, lifts or wastage.

3.4. Rate shall be for a unit of one square meter.

Carring out plinth treatment to post construction / existing structure by spraying chemical solution for

termite control treatment including labour and material consistment with I.S.I specification. Using

Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II Consentration Weight one percent is

recommended i.e one litre 20 EC chemical emulsion with 19 liter give 1 % concrentration inclusive of

one litre chemical emulsion appication at the rate of 5 Litre chemical / Sqm of surface is

recommended as per I.S.

Rate shall be for a unit of Sq.m

Fertilizer (farm yard manure) for plantation area (2” layer)

Rate shall be for a unit of Sq.m

Providing pesticides ,dust as directed by architect engineer incharge.

1.1. Pesticides / insecticides / dusting chemicals shall be of approved make, quality and type,

conforming to relevant IS standards and recommendations of the Agriculture / Horticulture

1.2. Chemicals shall be suitable for the specific pests, insects or diseases affecting the plantation and

shall be non-injurious to plants, soil and surrounding environment when applied as specified.

1.3. All materials shall be obtained from approved sources and shall be used strictly as per

manufacturer’s instructions and directions of the Architect / Engineer-in-Charge.

2.0 Workmanship

2.1. Application of pesticides / dust shall be carried out uniformly over the plantation area using

approved methods such as dusting, spraying or manual application, as directed.

2.2. The dosage, frequency and method of application shall be strictly as per the instructions of the

Architect / Engineer-in-Charge and manufacturer’s guidelines.

2.3. Necessary safety precautions shall be taken during handling and application of chemicals,

including use of protective gear by workers.

2.4. Care shall be taken to avoid damage to plants, surrounding landscape features, structures and

2.5. The work shall be completed to the satisfaction of the Architect / Engineer-in-Charge.

3.0 Mode of Measurement & Payment

3.1. Measurement shall be made in square meters of plantation area treated or as specified in the

3.2. The rate shall include cost of pesticides / insecticides / dusting chemicals, transportation,

handling, application, labour, tools, equipment and all incidental charges complete.

3.3. No separate payment shall be made for leads, lifts, safety measures or wastage.

3.4. Rate shall be for a unit of one square meter.

Providing pesticides ,liquid as directed by architect engineer incharge.

1.1. Liquid pesticides / insecticides shall be of approved make, quality and type, conforming to

relevant IS standards and recommendations of the Agriculture / Horticulture Department.

1.2. Chemicals shall be suitable for control of specified pests, insects or plant diseases and shall not be

harmful to plants, soil or surrounding environment when applied in prescribed concentration.

1.3. All liquid chemicals shall be procured from approved sources and used strictly as per

manufacturer’s instructions and directions of the Architect / Engineer-in-Charge.

2.0 Workmanship

2.1. Application shall be carried out uniformly over the plantation area by spraying or other approved

methods using suitable equipment such as hand sprayers, power sprayers, or knapsack sprayers, as

2.2. The concentration, dosage, frequency and method of application shall be strictly as per

manufacturer’s recommendations and instructions of the Architect / Engineer-in-Charge.

2.3. Adequate precautions shall be taken during preparation, handling and application of liquid

pesticides, including use of protective clothing and safety equipment by workers.

2.4. Care shall be taken to avoid drift, spillage or damage to existing plants, landscape elements,

structures and services.

2.5. The work shall be completed to the satisfaction of the Architect / Engineer-in-Charge.

3.0 Mode of Measurement & Payment

3.1. Measurement shall be made in square meters of plantation area treated or as specified in the

3.2. The rate shall include cost of liquid pesticides / insecticides, water for dilution, transportation,

handling, spraying, labour, tools, equipment and all incidental charges complete.

3.3. No separate payment shall be made for leads, lifts, safety measures or wastage.

3.4. Rate shall be for a unit of one square meter.

Grassing with selection No.1 grass In rows 5 cm apart in both directions including watering and

maintenance of the lawn for 3 months or more till the grass forms a thick lawn, free from weeds

and fit for mowing including supplying farm clay up 300 mm thick, sludge, manure,pesticides , extra

earth, disposal of rubbish, trench excavation and all labour with lead and lift etc. complete as

directed by EIC.

1.1. Grass shall be Selection No. 1 variety, healthy, fresh, well-rooted and free from diseases, pests

and weeds, obtained from approved sources.

1.2. Farm clay / good garden soil shall be fertile, friable and free from stones, debris, roots and

foreign matter.

1.3. Sludge and farm yard manure shall be well-decomposed and of approved quality.

1.4. Pesticides / insecticides shall be of approved make and type suitable for lawn grass application.

1.5. Extra earth, if required, shall be good quality soil approved by the Engineer-in-Charge.

2.0 Workmanship

2.1. The area shall be cleared of rubbish, stones and unwanted materials. Necessary trenching,

excavation and disposal of surplus materials shall be carried out as required.

2.2. Farm clay / garden soil shall be laid and evenly spread to a thickness up to 300 mm or as directed,

properly dressed and levelled.

2.3. Sludge and manure shall be uniformly mixed with the topsoil to improve fertility.

2.4. Grassing shall be done by planting grass slips in rows at 5 cm spacing in both directions, firmly

pressed into the soil to ensure proper rooting.