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Tender Value
₹20.7 L
EMD Value
₹20,736
Closing Date
30 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Dy.Minicipal Commissioner - West Zone
Place making of Footpath at Opp. Side of Narrottam Zaveri Hall in Paldi Ward, West Zone
296973
9/25-26 (T.N.46)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹900
Municipal Commissioner, Ahmedabad
₹20,736
16 Apr 2026
16 Apr 2026
16 Apr 2026
30 Apr 2026
16 Apr 2026
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.
2.5. Approved pesticides shall be applied as and when required to control pests, insects and weeds.
2.6. Regular watering shall be done to ensure proper establishment and healthy growth of grass.
2.7. The lawn shall be maintained for a minimum period of three (3) months or more, including
watering, weeding, gap filling, replacing dead grass and general upkeep until a thick, uniform lawn
free from weeds and fit for mowing is achieved.
2.8. All works shall be carried out to the satisfaction of the Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in square meters of area actually grassed and maintained as
3.2. The rate shall include cost of grass slips, farm clay, sludge, manure, pesticides, extra earth,
excavation, disposal of rubbish, watering, maintenance for the specified period, labour, tools,
equipment, leads, lifts and all incidental charges complete.
3.3. No separate payment shall be made for maintenance during the specified period or for
replacement of dead grass.
3.4. Rate shall be for a unit of one square meter.
Item No. 43, 44,
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 plant of 4' to 6'
height stack it well, maintain it for 3 month name of plants as below etc completed as dircted by
Champa Tree (6')
1.1. Tree saplings shall be healthy, well-grown, deep-rooted Champa trees of approved variety,
straight stem, free from diseases, pests and mechanical damage, having height between 4’ to 6’
unless otherwise specified.
1.2. Good earth shall be fertile, friable and free from stones, debris, roots and foreign matter.
1.3. Cow dung manure shall be well-decomposed and of approved quality.
1.4. Pesticides / insecticides shall be of approved make and suitable for tree plantation.
1.5. Staking material shall be sound wooden/bamboo stakes of approved size and quality.
2.0 Workmanship
2.1. Pits of size 0.60 m x 0.60 m x 0.60 m shall be excavated at the required locations and surplus
excavated material shall be disposed of as directed.
2.2. The pits shall be refilled with good earth mixed thoroughly with cow dung manure and approved
pesticide in proper proportion.
2.3. Tree saplings shall be planted centrally in the pit, properly aligned and firmly compacted around
2.4. Each plant shall be provided with adequate staking to protect against wind and ensure upright
2.5. Watering shall be carried out immediately after planting and subsequently as required for healthy
2.6. Maintenance for a minimum period of three (3) months shall include watering, weeding,
replacement of dead plants, application of manure/pesticide if required and general upkeep.
2.7. The plantation shall be kept healthy and in good condition to the satisfaction of the Engineer-in-
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in numbers of tree plants actually planted and maintained as
3.2. The rate shall include cost of plant saplings, excavation of pits, good earth, cow dung manure,
pesticides, staking materials, planting, watering, maintenance for the specified period, labour, tools,
equipment, leads, lifts and all incidental charges complete.
3.3. No separate payment shall be made for maintenance or replacement of dead plants during the
specified period.
3.4. Rate shall be for a unit of one number (Each).
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')
1.1. Ornamental shrub plants shall be healthy, well-grown Rafic plants of approved variety, bushy in
nature, free from pests, diseases and physical damage, having height of about 4’ unless otherwise
1.2. Good earth shall be fertile, friable and free from stones, debris, roots and foreign matter.
1.3. Cow dung manure shall be well-decomposed and of approved quality.
1.4. Pesticides / insecticides shall be of approved make and suitable for ornamental shrubs.
1.5. Staking material shall be wooden/bamboo stakes of approved quality and size.
2.0 Workmanship
2.1. Pits of size 0.60 m x 0.60 m x 0.60 m shall be excavated at specified locations and surplus
excavated material shall be disposed of as directed.
2.2. Excavated pits shall be refilled with good earth thoroughly mixed with cow dung manure and
approved pesticide in proper proportion.
2.3. Shrub plants shall be planted centrally in the pits, roots properly spread and soil gently
compacted to avoid air pockets.
2.4. Each shrub shall be securely staked to ensure upright growth and protection from wind or
2.5. Watering shall be done immediately after planting and subsequently as required for proper
2.6. Maintenance for a minimum period of three (3) months shall include watering, weeding,
replacement of dead plants, pest control and general upkeep.
2.7. All works shall be carried out to the satisfaction of the Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in numbers of ornamental shrubs actually planted and maintained
3.2. The rate shall include cost of shrub plants, excavation of pits, good earth, cow dung manure,
pesticides, staking materials, planting, watering, maintenance for the specified period, labour, tools,
equipment, leads, lifts and all incidental charges complete.
3.3. No separate payment shall be made for maintenance or replacement of dead plants during the
specified period.
3.4. Rate shall be for a unit of one number (Each).
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')
1.1. Ornamental shrub plants shall be healthy, well-grown Rafic plants of approved variety, bushy in
nature, free from pests, diseases and physical damage, having height of about 4’ unless otherwise
1.2. Good earth shall be fertile, friable and free from stones, debris, roots and foreign matter.
1.3. Cow dung manure shall be well-decomposed and of approved quality.
1.4. Pesticides / insecticides shall be of approved make and suitable for ornamental shrubs.
1.5. Staking material shall be wooden/bamboo stakes of approved quality and size.
2.0 Workmanship
2.1. Pits of size 0.60 m x 0.60 m x 0.60 m shall be excavated at specified locations and surplus
excavated material shall be disposed of as directed.
2.2. Excavated pits shall be refilled with good earth thoroughly mixed with cow dung manure and
approved pesticide in proper proportion.
2.3. Shrub plants shall be planted centrally in the pits, roots properly spread and soil gently
compacted to avoid air pockets.
2.4. Each shrub shall be securely staked to ensure upright growth and protection from wind or
2.5. Watering shall be done immediately after planting and subsequently as required for proper
2.6. Maintenance for a minimum period of three (3) months shall include watering, weeding,
replacement of dead plants, pest control and general upkeep.
2.7. All works shall be carried out to the satisfaction of the Engineer-in-Charge / PMC.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in numbers of ornamental shrubs actually planted and maintained
3.2. The rate shall include cost of shrub plants, excavation of pits, good earth, cow dung manure,
pesticides, staking materials, planting, watering, maintenance for the specified period, labour, tools,
equipment, leads, lifts and all incidental charges complete.
3.3. No separate payment shall be made for maintenance or replacement of dead plants during the
specified period.
3.4. Rate shall be for a unit of one number (Each).
Providing 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
1.1. Rigid PVC conduit pipes shall be ISI marked, medium class, conforming to relevant IS standards,
with smooth internal and external surfaces.
1.2. Conduit pipes shall be of 25 mm nominal diameter with wall thickness between 1.6 mm to
1.3. PVC fittings such as bends, couplers, tees, junction boxes, inspection boxes etc. shall be of
approved make and compatible with the conduit system.
1.4. Adhesive solution, clamps, saddles and fixing accessories shall be of approved quality suitable for
rigid PVC conduits.
2.0 Workmanship
2.1. Conduit pipes shall be laid concealed in walls/ceilings or surface mounted as shown on drawings
or as directed by the Engineer-in-Charge.
2.2. For concealed work, necessary cutting of walls/slabs, chasing and making grooves shall be carried
out carefully and made good with matching cement mortar after laying of conduits.
2.3. Conduits shall be fixed rigidly with clamps/saddles at suitable intervals to ensure proper
alignment and avoid sagging.
2.4. All joints shall be made using approved adhesive solution to ensure firm and leak-proof
2.5. Junction boxes shall be properly aligned, securely fixed and kept accessible for future
2.6. The entire conduit system shall be laid truly vertical and horizontal, ensuring easy drawing of
wires at a later stage.
2.7. The work shall be carried out in a neat and workmanlike manner to the satisfaction of the
Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in running meters of 25 mm diameter rigid PVC conduit actually laid
and fixed as specified.
3.2. The rate shall include cost of rigid PVC pipes, fittings, junction boxes, adhesive solution, clamps,
cutting and making good of chases, labour, tools, equipment, leads, lifts and all incidental charges
3.3. No separate payment shall be made for fittings, junction boxes or making good the damaged
3.4. Rate shall be for a unit of one running meter.
MAINS : ( not for Point wiring )
Supplying and Laying of mains with Cu. PVC insulated flexible wire with ISI and FIA approval for
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 of pipe. )
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
1.1. Copper conductors shall be multi-stranded electrolytic grade copper, PVC insulated / FRLS type,
ISI marked and FIA approved, suitable for 650 V / 1100 V grade.
1.2. Phase and neutral wires shall be 6 sq.mm cross-sectional area and earth wire shall be 2.5 sq.mm
cross-sectional area, unless otherwise specified.
1.3. Rigid PVC conduit pipes shall be heavy gauge, ISI marked, of 40 mm nominal diameter, suitable
for electrical installations.
1.4. PVC fittings such as bends, couplers, junction boxes, inspection boxes etc. shall be of approved
make and compatible with the conduit system.
1.5. Fixing accessories, saddles, clamps and adhesive solution shall be of approved quality.
2.0 Workmanship
2.1. Rigid PVC conduit pipes shall be laid concealed in walls/floors/ceilings or surface mounted as
shown on drawings or as directed by the Engineer-in-Charge.
2.2. Necessary cutting of chases, grooves and sleeves shall be carried out carefully and made good
with matching cement mortar after laying of conduits.
2.3. Conduits shall be fixed rigidly with clamps/saddles at proper intervals to maintain alignment and
prevent sagging.
2.4. Copper FRLS wires shall be drawn inside the conduits without joints and with proper colour
coding for phase, neutral and earth.
2.5. All terminations shall be neatly dressed and properly crimped using suitable lugs.
2.6. The entire installation shall be tested for continuity and insulation resistance before
2.7. The work shall be carried out in a neat and workmanlike manner to the satisfaction of the
Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in running meters of mains wiring actually laid and completed as
specified, measured along the conduit route.
3.2. The rate shall include cost of copper FRLS wires, rigid PVC conduits, fittings, earth wire, fixing
accessories, labour, tools, testing, cutting and making good, leads, lifts and all incidental charges
3.3. No separate payment shall be made for conduits, fittings, earth wire or testing.
3.4. Rate shall be for a unit of one running meter.
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 Mark
1.1. Miniature Circuit Breakers (MCBs), ELCBs and ELMCBs shall be of approved make, ISI marked,
with minimum breaking capacity of 10 kA.
1.2. Single pole MCBs shall be rated from 0.5 Ampere to 2 Ampere as specified in the BOQ or directed
by the Engineer-in-Charge.
1.3. MCBs shall conform to IS 8828 : 1996 (or latest revision) and shall be suitable for operation on
standard low voltage electrical systems.
1.4. All accessories required for proper installation shall be of approved quality and compatible with
the existing distribution board.
2.0 Workmanship
2.1. MCBs shall be installed in the existing distribution board / MCB box in a proper and workmanlike
2.2. Existing wiring shall be properly terminated to the MCB terminals with suitable lugs, ensuring
firm and safe connections.
2.3. Proper alignment, tightening and fixing shall be ensured so that the MCB is securely seated and
easily operable.
2.4. After installation, the MCB shall be tested for correct operation, tripping and continuity.
2.5. 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 numbers of single pole MCBs actually supplied and installed as
3.2. The rate shall include cost of MCBs, installation, termination, testing, labour, tools and all
incidental charges complete.
3.3. No separate payment shall be made for testing or minor accessories required for installation.
3.4. Rate shall be for a unit of one number (Each).
Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C Curve) having 10KA
breaking capacity & confirms to IS :8828 in existing box having following capacity
(a) 6 to 32 Amp. Cat.III
1.1. Three pole MCBs shall be of approved make, ISI marked, suitable for 415 V, 3-phase electrical
1.2. MCBs shall be C-curve type, specifically designed for motor and inductive loads.
1.3. The breaking capacity of the MCB shall be minimum 10 kA.
1.4. MCBs shall conform to IS 8828 (or latest revision) and relevant IEC standards.
1.5. All accessories required for installation shall be of approved quality and compatible with the
existing distribution board.
2.0 Workmanship
2.1. The MCB shall be installed in the existing distribution board / MCB box in a neat and workmanlike
2.2. Incoming and outgoing cables shall be properly terminated using suitable lugs and tightened to
ensure safe and reliable connections.
2.3. Adequate clearance and correct phase sequence shall be maintained during installation.
2.4. After installation, the MCB shall be tested for proper operation, tripping characteristics and
2.5. 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 numbers of three pole MCBs actually supplied and installed as
3.2. The rate shall include cost of MCBs, installation, termination, testing, labour, tools and all
incidental charges complete.
3.3. No separate payment shall be made for testing or minor accessories required for installation.
3.4. Rate shall be for a unit of one number (Each).
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 Minimum switching setup time 1 minimum & LCD display.
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.
1.1. Digital time switch shall be of approved make and quality, suitable for electrical installations and
outdoor/indoor application as specified.
1.2. The time switch shall be provided with lithium cell battery backup with a minimum operational
life of six (6) years.
1.3. The unit shall be single channel type with a minimum of fourteen (14) programmable ON/OFF
memory programs.
1.4. The device shall be suitable for operation on 240 V ± 5% AC supply with a minimum current rating
1.5. The time switch shall have floating contacts and minimum switching set-up time of one (1)
1.6. The enclosure shall be made of fire-proof thermoplastic material with a transparent front cover.
2.0 Workmanship
2.1. The digital time switch shall be installed at the designated location as shown on drawings or as
directed by the Engineer-in-Charge.
2.2. Necessary wiring connections including incoming supply, outgoing load connections and earthing
shall be carried out neatly using suitable size copper conductors.
2.3. The unit shall be properly programmed as per the operational requirements, including day-wise
or time-based switching schedules.
2.4. Permanent ON/OFF manual override function shall be checked and demonstrated.
2.5. After installation, the system shall be tested for correct timekeeping, switching operation and
battery backup functionality.
2.6. The work shall be carried out in a neat and workmanlike manner to the satisfaction of the
Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in numbers of digital time switches actually supplied, installed and
commissioned as specified.
3.2. The rate shall include cost of digital time switch, enclosure, wiring connections, programming,
testing, labour, tools and all incidental charges complete.
3.3. No separate payment shall be made for programming, testing or minor accessories required for
3.4. Rate shall be for a unit of one number (Each).
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
1.1. Cement, sand and aggregates used for fixing the cable route marker foundation shall be of
approved quality and conforming to relevant IS standards.
1.2. Iron clad cable route markers shall be of approved make, robust construction, corrosion resistant
and clearly marked with “ELE. CABLE”.
1.3. Backfilling material shall consist of excavated earth free from stones, debris and organic matter,
or approved soil if ordered by the Engineer-in-Charge.
2.0 Workmanship
2.1. Trench shall be excavated in soft soil to a depth of 90 cm and to the required width as per site
conditions or as directed by the Engineer-in-Charge.
2.2. Excavation shall be carried out carefully to avoid damage to existing underground utilities,
structures or services.
2.3. After laying of cable or completion of fault rectification, the trench shall be refilled in layers,
watered and properly rammed.
2.4. The surface shall be restored to its original condition, including leveling, dressing and making
good of pavements, roads or open ground.
2.5. Iron clad cable route markers shall be erected at required intervals and locations, fixed flush with
ground in cement concrete foundation, properly aligned and clearly visible.
2.6. All works shall be carried out in a neat and workmanlike manner to the satisfaction of the
Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in running meters of trench actually excavated, refilled and restored
3.2. The rate shall include cost of excavation, backfilling, watering, ramming, surface restoration,
supply and fixing of cable route markers, cement concrete foundation, labour, tools, equipment,
leads, lifts and all incidental charges complete.
3.3. No separate payment shall be made for restoration of surfaces or for supply and fixing of cable
3.4. Rate shall be for a unit of one running meter.
Covering of cable with second class bricks laid cover the cable crosswise & also on both sides with
covering of 7. 5 Cms. layer of sand above & below cable (cable shall be laid in 0.9mtr.deep &
Mtr.wide trench). Where there are more than one cable in the trench on either side of the cable,
Cms. over lapping of bricks shall be provided.
1.1. Sand shall be clean, dry, coarse river sand, free from clay, silt, organic matter and other
impurities, of approved quality.
1.2. Second class bricks shall be sound, well-burnt, of uniform size and shape, free from cracks and
1.3. Backfilling earth, where required, shall be selected excavated soil free from stones, debris and
organic matter.
2.0 Workmanship
2.1. Electrical cable shall be laid centrally in the trench of 0.90 m depth and 0.40 m width as specified.
2.2. A layer of clean sand of 7.5 cm thickness shall be evenly spread and levelled at the bottom of the
trench before laying the cable.
2.3. After laying the cable, another 7.5 cm thick layer of clean sand shall be provided over the cable to
form complete sand cushioning.
2.4. Second class bricks shall be laid crosswise over the cable and on both sides to provide mechanical
2.5. Where more than one cable is laid in the same trench, bricks shall be placed on either side of
each cable with a minimum overlapping of 5 cm.
2.6. All works shall be carried out carefully to avoid damage to the cable and to ensure proper
alignment and protection.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in running meters of cable protection actually provided as specified.
3.2. The rate shall include cost of sand, second class bricks, laying, handling, labour, tools, equipment,
leads, lifts and all incidental charges complete.
3.3. No separate payment shall be made for overlapping of bricks or sand cushioning.
3.4. Rate shall be for a unit of one running meter.
Providing & erecting XLPE(IS:7098) (I)-88 ISI armoured cable multistrand copper conductor for
KV. To be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of
following size cable.
6 sq.mm x 3 c cu. XLPE Arm. Cable
1.1. XLPE armoured power cable shall be of approved make, ISI marked, conforming to IS:7098 (Part-I)
and suitable for 1.1 kV grade.
1.2. Conductors shall be multi-stranded electrolytic grade copper.
1.3. Insulation shall be XLPE with PVC inner sheath and overall PVC outer sheath.
1.4. Armouring shall be GI steel wire/strip armouring suitable for mechanical protection.
1.5. Clamps, saddles, supports and fixing accessories shall be of approved quality and suitable for wall
/ surface installation.
2.0 Workmanship
2.1. Cable shall be laid on walls using suitable clamps at required intervals or laid in existing trenches /
pipes including road crossings or floor as directed.
2.2. Cable shall be laid without undue tension, kinks or sharp bends and maintaining minimum
bending radius as per manufacturer’s recommendations.
2.3. Proper identification, dressing and alignment shall be ensured throughout the run.
2.4. Necessary precautions shall be taken during laying to avoid damage to insulation or armouring.
2.5. After laying, the cable installation shall be checked for continuity and insulation resistance.
2.6. The work shall be completed in a neat and workmanlike manner to the satisfaction of the
Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in running meters of cable actually supplied and laid as specified,
measured along the cable route.
3.2. The rate shall include cost of XLPE armoured cable, clamps/supports, laying on wall or in
trench/pipe, labour, tools, testing, leads, lifts and all incidental charges complete.
3.3. No separate payment shall be made for clamps, supports or testing.
3.4. Rate shall be for a unit of one running meter.
Cable Termination
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.
25 sq.mm x 4 c Al. XLPE Arm. Cable
1.1. Cable termination accessories shall be of approved make and suitable for 1.1 kV grade XLPE
insulated armoured cables.
1.2. Bimetallic long neck crimping lugs shall be of appropriate size, ISI approved, suitable for
aluminium conductor and copper terminals.
1.3. Double compression type brass cable glands shall be of approved make, suitable for the specified
cable size and provided with earth tag and fixing accessories.
1.4. Earthing materials such as earth strips/wires, washers, nuts and bolts shall be of approved
2.0 Workmanship
2.1. Cable ends shall be carefully stripped, dressed and prepared without damaging conductor strands
2.2. Bimetallic lugs shall be crimped using approved crimping tools to ensure proper electrical and
mechanical connection.
2.3. Double compression brass glands shall be fixed properly to ensure firm gripping of cable armour
and effective earthing continuity.
2.4. Armour shall be properly earthed through gland and earth tag as per standard practice.
2.5. Terminated cables shall be neatly dressed, identified and fixed securely at equipment / panel /
terminal locations.
2.6. After completion, the termination shall be tested for continuity, insulation resistance and
2.7. The work shall be completed in a neat and workmanlike manner to the satisfaction of the
Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in numbers of cable end terminations actually completed as
3.2. The rate shall include cost of lugs, glands, earthing materials, labour, tools, testing and all
incidental charges complete.
3.3. No separate payment shall be made for testing or minor accessories required for termination.
3.4. Rate shall be for a unit of one number (Each).
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
1.1. Cable termination accessories shall be of approved make and suitable for 1.1 kV grade XLPE
insulated armoured cables.
1.2. Bimetallic long neck crimping lugs shall be of appropriate size, ISI approved, suitable for
aluminium conductor and copper terminals.
1.3. Double compression type brass cable glands shall be of approved make, suitable for the specified
cable size and provided with earth tag and fixing accessories.
1.4. Earthing materials such as earth strips/wires, washers, nuts and bolts shall be of approved
2.0 Workmanship
2.1. Cable ends shall be carefully stripped, dressed and prepared without damaging conductor strands
2.2. Bimetallic lugs shall be crimped using approved crimping tools to ensure proper electrical and
mechanical connection.
2.3. Double compression brass glands shall be fixed properly to ensure firm gripping of cable armour
and effective earthing continuity.
2.4. Armour shall be properly earthed through gland and earth tag as per standard practice.
2.5. Terminated cables shall be neatly dressed, identified and fixed securely at equipment / panel /
terminal locations.
2.6. After completion, the termination shall be tested for continuity, insulation resistance and
2.7. The work shall be completed in a neat and workmanlike manner to the satisfaction of the
Engineer-in-Charge.
3.0 Mode of Measurement & Payment
3.1. Measurement shall be made in numbers of cable end terminations actually completed as
3.2. The rate shall include cost of lugs, glands, earthing materials, labour, tools, testing and all
incidental charges complete.
3.3. No separate payment shall be made for testing or minor accessories required for termination.
3.4. Rate shall be for a unit of one number (Each).
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
(iii) Above 60 to 90 watts
1.1. High-power LEDs of approved make with minimum 3 W per LED, assembled on single MCPCB.
1.2. LED driver with efficiency > 85%, power factor > 0.95, THD < 10%.
1.3. Housing: high-pressure die-cast aluminum with smooth powder-coated finish.
1.4. Heat sink: extruded aluminum with sufficient thermal dissipation.
1.5. Optics: polycarbonate lenses/diffusers and toughened glass cover.
1.6. Surge protection components: 4 KV integral as specified.
1.7. Certificates: LM-79 & LM-80 for photometric and thermal performance.
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