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Tender Value
₹34.1 L
EMD Value
₹34,120
Closing Date
30 Apr 2026, 6:00 pmClosed
Dy.Minicipal Commissioner - West Zone
Develop Senior Citizen Park by Using Recycle & Reuse Material From Anjali Cross Road to Ambedkar Bridge as BRTS on the Theme of R.R.R.Base to develop Chandranagar Cross Road Island on the Left hand side of the Road and Open Space By Using Recycle & Reuse Material at Paldi Ward in West Zone.(ARC) (Re-Tender)
293452
9/25-26 (T.N.4)
Open
Civil Works - Others
Ahmedabad
4 documents required · 0 mandatory · 4 optional
₹1,500
Municipal Commissioner, Ahmedabad
₹34,120
3 Apr 2026
3 Apr 2026
3 Apr 2026
30 Apr 2026
3 Apr 2026
Sr. No. Description Total Amount (In Rs.)
Total : Rs. Estimated cost put to tender : Rs.34,11,975.00
In words : Rupees
Add % Below, Rs. Total : Rs.
In words : Rupees
The contractor should get the sample of material in respect of quality and source of supply or manufacturer approved by Consultant / AMC in all cases. All such approved
samples should be kept at site in the custody of EIC-CMC/PMC/AMC. The tests for the make in external laboratory in presence of CMC/PMC/AMC to be carried out by
Contractor at his own cost as per relevant latest codes. Reinforcement steel & cement original purchase bills shall be produced to CMC/PMC/AMC as and when asked for.
Note - 2 Rate includes for any height, any level, any lead & lift and as per directed by EIC.
Note - 3 For Fire Fighting System Autoglow Mandatory Sinages and NOC Process and charges of NOC are included.
Signature of Additional City Engineer
Date Ahmedabad Municipal Corporation
"Develop Senior Citizen Park by Using Recycle & Reuse Material From Anjali Cross Road to Ambedkar Bridge as BRTS on the Theme of R.R.R.Base to develop
Chandranagar Cross Road Island on the Left hand side of the Road and Open Space By Using Recycle & Reuse Material at Paldi Ward in West Zone."(ARC)
1 221.00 Excavation for foundation including sorting out stacking of useful material & disposing of excavated stuff upto 50 mt. lead. Loose or soft soil. (A) up to 1.5 mt. depth Cum 115.92
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.
3 111.00 Conveyance charges of earth lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly ash, aggregate of any kind etc. comp. upto any lead. up to 5.0 km Cum 326.73
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)
Brick work using common burnt clay building bricks having crushing strength not less than 35kg/Sqcm. In cement mortar 1:6 (1 cement : 6 fine sand) etc. complete as directed
by EIC. (B) Conventional
20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1cement : 3-sand) and 8mm thick
finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.
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
8 1.00 Providing and Installation of Scalpture - Standing Butterfly Height 8ft, Width 5ft and Thickness of 300mm with all necessary fittings. Nos. 5,25,000.00
Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface an even
shade including cleanicn the surface of all dirt, dust and other foreign matter.
Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of specified thickness, size, grade of concrete and colour machine made and blasting by automatic shot
blasting machine and high density of as per approved sample of approved make for footpath, parking areas, service lanes,cross over and other areas as mentioned in the drawing.
Including providing and laying 50 mm thick averave bedding layer of coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically
compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. Small size of paver block with same pecification shall be used at
residue or at end. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying
to be done by skilled flooring mason. The finished surface of the paver block shall have coarse sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if necessary.
10 18.00 Actual laid area shall be measured and paid without any wastage. (A) 60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm. Smt. 669.65
Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-20 grade using 20 mm nominal size Recycel aggregate for pre-cast blocks , mould with
well equipped with vibratory system for kerb stones of approved design including curing, etc. complete, including the cost of formwork etc. complete. The
rate shall also include ne cessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding with necessary equipments and materials. The rate shall also
include the flush pointing in CM (1:3) for all joints of the kerb stones.
Providing & Supplying JCB Machine on rental basis in case of emergency situation and break down type work & also during unavoidable condition as per
12 18.00 instruction of engg. in charge, rate includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful materials separately up to store. (No Hour 600.00
Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on site by using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be
allowed for non working condition of machinery and for pipe line excavation and M.H. work. Allowed only for break down work) (AMC approved SOR Rate Jan-
14 100.00 PVC SWR pipes IS 13592 for Drain - 75 mmdia Rmt. 143.22
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. over : 728mm ø & 100 mm thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for lifting
16 8.00 Providing and installation of MS Scrap Electric Pole Nos. 14,500.00
17 1.00 Lighting Fixtures with Panel Board and required necessory items, icl. ISI Wire2.5 sq.mm, Pannel board, MCB, etc. which necessary for light connection Lot 35,000.00
18 320.00 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. Sqm 47.25
19 33.00 Filling in plinth with sand under floors including watering, ramming, consolidating, compacting and dressing etc. completed. Cum 455.63
Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing etc complete excluding cost of form work in
(A) Foundation and plinth
Sr. Total Qty. Item Discription Unit Rate Amount
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 cost of centering shuttering finishing
and reinforcement 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 level
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.
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:
23.01 96.00 Foundations, Footings, Bases of Columns etc. and Mass concrete. Sqm 171.68
23.02 126.00 Columns, Pillars, Posts and struts for all type of plan. Sqm 297.68
23.03 117.00 Sides and soffits of Beams, Beam Haunchings, cantilevers, Girders, Bressumers and Lintels Sqm 192.15
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 the drilled hole using Fischer - FIS 360 or Equivalent approved make Cementetious chemical grout and sealant with necessary scaffolding, staging, labour, tools and
25 15.00 (b) 10 mm dia bar (100 mm depth) No. 142.00
26 15.00 (c) 12 mm dia bar (125 mm depth) No. 178.00
27 15.00 (d) 16 mm dia bar (175 mm depth) No. 425.00
28 15.00 (e) 20mm dia bar (200 mm depth) No. 636.00
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
29 107.00 scaffolding curing etc. complete. Sqm 269.78
Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 -
coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm thick
Providing, fabricating and fixing MS fixed grills of desired pattern , made up from MS flat /square bars/ round bars at required spacing and fitted to window frame with
screws including two or more coats of synthetic enamel paint over a primer of Zinc Chr. as per architectural dwg.
Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe (SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the
32 25.00 same with adhesive solvent, including cost of all materials. Rmt. 71.93
Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe (SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the
33 25.00 same with adhesive solvent, including cost of all materials. Rmt. 90.93
Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe (SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the
34 25.00 same with adhesive solvent, including cost of all materials. Rmt. 117.97
Providing laying and jointing in true line and level 50mm dia. U.P.V.C. Pipe (SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on
the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the
35 25.00 same with adhesive solvent, including cost of all materials. Rmt. 193.73
36 5.00 Providing and fixing Gun metal check or non-return fullway wheel valve.(A) 15mm dia. Each 184.98
37 5.00 Providing and fixing Gun metal check or non-return fullway wheel valve.(A) 15mm dia. Each 201.80
38 263.00 Fertilizer (farm yard manure) for plantation area (2” layer) Sqmt. 150.00
39 66.00 Providing pesticides, dust as directed by architect engineer incharge. KG 160.00
40 184.00 Providing pesticides, liquid as directed by architect engineer incharge. Liter. 250.00
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
41 263.00 all labour with lead and lift etc. complete as directed by EIC. Sqmt. 289.84
Sr. Total Qty. Item Discription Unit Rate Amount
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 E.I.C/PMC.
43 5.00 Garmalo Tree (6') Nos. 275.00
44 5.00 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.
46 5.00 Gulmohar Tree (8') Nos. 300.00
47 5.00 Kadam Tree (8') Nos. 300.00
48 5.00 Neem Tree (8') Nos. 270.00
49 5.00 Saptapani Tree (8') Nos. 275.00
50 5.00 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.
52 5.00 Red Ixora Plant (4') Nos. 125.00
53 5.00 White Ixora (4') Nos. 125.00
54 5.00 Karan Plant (4') Nos. 60.00
55 5.00 Canna Plant (4') Nos. 12.00
56 5.00 Panama Rose Plant (4') Nos. 75.00
57 5.00 Lily Plant (4') Nos. 12.00
58 5.00 Song of India Plant (4') Nos. 150.00
59 53.00 Providing and supplying fine river silt (Kamp) as directed by EIC Cmt 550.00
Ahmedabad Municipal
"Develop Senior Citizen Park by Using Recycle & Reuse Material From Anjali Cross Road to Ambedkar Bridge as BRTS on
the Theme of R.R.R.Base to develop Chandranagar Cross Road Island on the Left hand side of the Road and Open Space
By Using Recycle & Reuse Material at Paldi Ward in West Zone."(ARC)
BOQ of Electrical Work
Sr. No. Description of Work Qty. Unit Rate Amount
1 All MCB's, ELMCB's, ELCB's should be of 10 KA only providing and erecting Miniature circuit breaker single 10.00 Nos.
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
Miniature circuit breaker single pole 6A to 32A suitable to operate on 240 V A.C. system and having breaking
capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark
Providing & erecting 240 V MCB double pole switch for motor & inductive load (C Curve) having 10 KA
reaking capacity & confirms to IS : 8828 in existing box having following capacity
4 40 A DP MCB 2.00 Nos. 327.00
5 withstand capacity of 6 KA and suitable for operation on single phase 240 V. having characteristic of quick 2.00 Nos. 1,950.00
6 40 A / 100 mA DP ELMCB 2.00 Nos. 2,213.00
Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking
capacity & confirms to IS :8828 in existing box having following capacity
8 40 A FP MCB 2.00 Nos. 662.00
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 Approved make ELCBs
contacts Minimum / RCCBs conforming
switching setup time to1 IS: 12640 and
minimum & having sensitivity
LCD display. Alsoofcomprised
30 mA and permanen
ON/OFF switching. Programming switches & housed in fire proof thermoplastic enclosure & transparent cover
9 erected as required with necessary connection erected as directed. 2.00 Nos. 3,137.00
Supplying & erecting power contactor ,AC3 duty for time switch complete erected as per direction Cat III
(B) 2 pole 250V 32 Amp.
Supplying & erecting power contactor ,AC3 duty for time switch complete erected as per direction Cat III
(D) 4 pole 440V 40 Amp.
12 SITC of IP65 Polycarbonate enclosure for DP MCB 2.00 Nos. 1,720.00
13 SITC of IP65 Polycarbonate enclosure for FP MCB 2.00 Nos. 1,847.00
Making trench in soft soil of suitable width of 90 cms deep for laying cable or locating the fault all over
therun and backfilling the same and making the surface proper. Providing and erecting iron clad cable
14 route marker duly marked with ELE.CABLE of size 23 cms.X 12 cms. Flushed with ground in cement foundation 50.00 Mtr. 55.00
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. 5 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
15 bricks shall be provided. 50.00 Rmt 139.00
Sr. No. Description of Work Qty. Unit Rate Amount
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 required).
16 sq.mm x 4 c Al. XLPE Arm. Cable
17 10 sq.mm x 4 c Al. XLPE Arm. Cable 50.00 Mtr. 139.00
Providing & erecting XLPE(IS:7098) (I)-88 ISI armoured cable multistrand copper conductor for 1.1 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
Providing & erecting XLPE(IS:7098) (I)-88 ISI armoured cable multistrand copper conductor for 1.1 KV. To be
laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size
4 sq.mm x 3 c cu. XLPE Arm. Cable
20 Supply & Laying of 1.5 sq mm x 3 core round flexible wire in prelaid pipe / Raceway. 70.00 Mtr. 46.00
21 Supply & Laying of 2.5 sq mm x 3 core round flexible wires in prelaid pipe / Raceway. 50.00 Mtr. 77.00
22 Supply & Laying of 4 sq mm x 4 core round flexible wires in prelaid pipe / Raceway. 10.00 Mtr. 175.00
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,
23 double compression type Brass glands with earthing. 18.00 Nos. 107.00
24 10 sq.mm x 4 c Al. XLPE Arm. Cable 4.00 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 -
mm thick Thermoplastic long entry glands of Hensel / Spelsberg with Strain relief and Lock nut.
flexble wirewire or Similar
dia wirewire 2.00 Nos. 51.00
Sr. No. Description of Work Qty. Unit Rate Amount
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
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-
29 voltage 4.00 Nos. 6,028.00
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
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
30 with opal polycarbonate, pipe arrangement for vertical mounting driver and accessories wired upto terminal 8.00 Nos. 4,772.00
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 conductive
compound with high charge dissipation suitable 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..
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 shown on drawings complete with
32 : fixing accessories 20.00 Kg
Corrosion protection of buried conductors with bituminous coating and covered with PVC
34 No.8 gauge bare cu. earth wire 20.00 Kg 815.00
35 Earth Link : 40mm x 6 mm earth link fixed by necessary screws on wall. 1.00 Mtr. 370.00
Sr. No. Description of Qty. Unit Rate Amount
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
(1) Suitable for base plate mounting single arm
36 Bracket. [D] Overall length of 4 Mtr. Average 8.00 Nos. 9,696.00
Thickness: 7mm.
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 required depth for laying of
cable. below ground / road surface for enclosing cable and backfilling the same to make ground as per
(2)Total Coast of Electrical Work
(1+2) Total Rs.(Civil, Plumbing & Electrical Work) 34,11,975/
Seal and Signature of the Bidder Add.City Engineer
Date: (West Zone)
Tender Fee Rs.1500.00
Earnest Money Rs.34,120.00
Contractor’s Name & Address :
MEMORANDUM OF WORK IN BRIEF
"Develop Senior Citizen Park by Using Recycle & Reuse
Material From Anjali Cross Road to Ambedkar Bridge as BRTS
1. Name of Work on the Theme of R.R.R.Base to develop Chandranagar Cross
Road Island on the Left hand side of the Road and Open Space
By Using Recycle & Reuse Material at Paldi Ward in West
Zone."(ARC) (Re-Tender)
Rs.34,11,975.00 (exclusive of GST). GST will be paid extra by
2. Tender Estimated Cost AMC/Authority at prevailing rate to the contractor.
1% of the Tender Cost in the form (Rs.34120.00)
3. Earnest Money (D.D./Pay Order / Local Micr Check/B.G.)
4 Tender Fee Rs Demand Draft of Rs.1,500.00
6. Time-Limit 6 months
7. Validity Period 120 Days
8 Eligibility Criteria Register “E-1” class in PWD in Govt. R&B/CPWD/AMC or
equivalent registration with any other state Govt. or
(i) Last Date of Online Submission
9 of the Dt.30-04-2026 upto 18:00 PM
(ii) Mode of Sending a) In Sealed cover in duplicate copies by Registered Post A.D,
or by Courier.or hand delivery
b) Tender sent by ordinary post will be rejected out right.
(iii) Description essential to be
made on sealed cover
a) Name of work, Tender Notice No. & Tender No.
b) Date of receiving tender by Corporations.
(iv) Mode of quoting rates in The Price bid shall be submitted online only.
Schedule of Quantities and Rates
It shall not be submitted Physically.
10 Date of Opening Dt..01-05-2026 15:00 PM
Place of Submission & Opening of Submission of EMD. Tender fee and other Documents during office
hours: On Dt.01-05-2026 &12:00pm West Zone, 2nd Floor, A.M.
Office, Dr. Ramanbhai Patel Bhavan, Usmanpura.Ahmedabad
Municipal Corporation, W.Z. Office, Ahmedabad-380013.
(1) Rs.1000/- per day (for tenders amounting upto 10 Lakhs), (2)
Rs.2500 per day (for tenders amounting above 10 Lakhs and upto
12 Penalty Due to Delay of work Lakhs), (3) Rs.5000 per day (for all tenders amounting
above 30 Lakhs) but not more then 10% of bill
13 Terms, Condition, & Specification All general condition of contract of Form B1 condition of contract
shall be applicable..
The staff of the contractor shall wear safety jackets,
hoes, helmets etc. while on duty and any violation will attract
fine of Rs. 5,000/- for each incident.
14 Safety Failure to erect safety signage or trying to carry out
he works without proper precautions/safety measures as
equired will attract a fine of Rs. 5,000/- for each incident.
15 Defect &Liability Period The contractor shall be responsible to make good and remedy at his
own expense any defect which may develop or may be noticed
before the period mentioned hereunder from the certified date of
completion, The within 15 days of receipt of the notice. In the case
of failure on the part of the contractor, the Engineer-in-charge may
rectify or remove or re-execute the work at the risk & cost of the
contractor. The Engineer-in-charge shall be entitled to appropriate
the whole or any part of the amount of security deposit towards the
expenses, if any, Incurred by him in rectification, removal or re-
execution. The Defects Liability period shall be as under(a) for all
works costing upto Rs. 50,000 ( amount put to tender), the period
shall be 3 months from the certified date of completion.
(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore
(amount put tender), the period shall be 6 months from the
certified date of completion or one monsoon, whichever is later.
(c) for major projects costing more than Rs. 1 crore, the period shall
be 12 months from the certified date of completion which should
include one monsoon.
(d) For building works, the period specified in (a), (b) or (c) above
OR elapse of monsoon period following the certified date of
completion, whichever is later. For the purpose of deciding the
monsoon period, the 30th September may be treated as the last
16 Time permitted to start parts of Whenever a work is allotted by Engineering staff, whether minor
work or major of part thereof of any amount, the contractor shall be
bound to start the works within 48 hours of intimation of work.
Communication done telephonically via SMS, Via Whatsapp and
through letter / E-mail shall be considered legal and binding for
the same. Failure of comply to start the works in 48 hours of
intimation as above by contractor the contractor shall be levied
penalty of (1) Rs.1000/- per day (for tenders amounting upto
Lakhs), (2) Rs.2500 per day (for tenders amounting above 10 Lakhs
and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders amounting
above 30 Lakhs). Three times failures by contractor shall make
contractor responsible to be black listed unless and otherwise
justified properly in writing / binding within 15 days of last notice
17 Compensation for Delay 10% of Remaining work (As per Circular)
18 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To
the Final Submission Time And Date. The Same Shall From a part Of
Tender And The Same As to be Attached Along With The Tender
19 EPF Act As per Acoount Department circular no-37 Date:09/08/2018
20 GST GST will be paid extra by AMC/Authority at prevailing rate to the
Contractor's Sign Add.C.E.(west zone)
21.Third Party Inspection / Project ManagementConsultant
The Client at their Discretion may appoint Third Party Inspectors (TPI) and / Project
Management Consultants (PMC) for Betterment of the Project. The Bidders / Bidders
are Hereby Informed that they shall be Responsible for following the Instruction given
by this Agency / Agencies throughout the Project. If any Discrepancy in the Testing
Methodology arises, the Method / Practices Suggested by these Agencies shall be
Abiding to the Bidders.
22.Conditional tenders will not be accepted. Municipal Commissioner reserves the rights
to reject any or all the tenders in Parts or Full without assigning any reasons
Whatsoever or to Split the Tender & Award the Work to One or More than One
Technically Qualified Tenderer at L1 Bidder’s Rate in the Interest of Public. The
Tenderer shall have no Cause of Action or ClaimAgainst.
23. Tenders which do not fulfill all or any of condition or are submitted incomplete in
any respect will be rejected. Municipal Commissioner reserves the rights to reduce
the scope of work and contract without assigning any reasonthereof.
24. No advance such as machinery advance, mobilization advance or materials advance
25. In case of any dispute or clarification in Technicalspecification or Item Unit of any
tender items the decision Taken byAdd.City Engineer shall befinal.
26. PRICE VARIATION: Not Applicable.
27. As per Standing Committee’s Resolution 0.5% testing charges shall be deducted from
each R.A. Bill and the Amount of Actual Testing Charges shall be Adjusted in the
Final Bill. Even if the Testing Expenses Exceed 0.5% of the Project Cost, the Excess
Amount shall be borne by the Bidders, and no Payment shall be made in
28. The rates to be quoted by the Bidder must be exclusive of GST but inclusive of all other
taxes. GST shall be payable extra on the admissible payment as per the approved
tender rates; GST shall be payable as per prevailing rates at the time of payment.(As
per Circular No. 38, Dt.21-11-2022)
29. Joint venture and Sub Contracting shall not be allowed under thistender.
Seal and Signature oftheBidder Addl. City Engineer
3. AMC Finance dept. circular No – 03,Dt.28/04/2023
Seal and Signature oftheBidder Addl City Engineer
4. Note for Contractors
1. Tenders once offered shall not be withdrawn except with the permission of Municipal
2. Tender once accepted shall be binding upon the Bidder even if the formal agreement is not
3. Quantities of items in BOQ (Bill of Quantities) may vary in case of necessityarises.
4. Unless otherwise stated all measurements shall be taken in accordance with the “Bureau of
Indian standards” method of measurements of building and civil Engineering IS1800.
5. The location of the proposed Site for this work may change or Cancelled Due to any Reason.
No claim shall be entertained by AMC in thisregard
6. All duties chargeable by the Municipal Corporation / State Govt. will be payable by theBidder.
7. The rates to be quoted by the Contractor must be exclusive of GST but inclusive of all other
taxes. GST shall be payable extra on the admissible payment as per the approved tender rates;
GST shall be payable as per prevailing rates at the time of payment. (As per Circular No.38, Dt.
8. Financial Bid shall be submitted online only. If Rate Mentioned in Physical Copy than it will be
Considered non responsive and shall berejected.
9. Bidder is requested to see the site physically before tendering. He is also requested to quote
the rates keeping in view the points mentioned in relevant pages of tenderdocuments.
10. The Bidder shall have to submit the tenders in duplicate i.e. two sets-original andduplicate.
11. All information / details to be submitted in the given Performa supported by the valid certificated &
attested duly signed. (Please refer Information’s Details to be submitted by the tenderers in the
Performa mentioned under STATEMENT NO 1 TO 9)
12. Contractor shall have to maintain Quality and Workmanship as per Technical Specification for
Entire Construction work. Contractor shall be held responsible for Non Maintenance of Work
Signatureof Contractor Addi. City Engineer
Date : (WEST ZONE)
5. Conditions for the Water Supply & ElectricSupply
Bidder shall have to arrange at his own cost, a suitable Network with pipes for the
construction of the works. Also Completion of the work & Issue of Work Completion
Certificate from Competent Authority, AMC shall Provide Water Connection for Operation
and Maintenance Work. Water Connection charges shall be paid by Contractor.
Electric supply shall be made available at the site by Bidder. Bidder must make his
own arrangements with Electricity Supply Authorities and with other Bidders to connect to
and take a supply from such services, paying all costs in Connection therewith. Necessary
Documents for getting Electric supply/connection will be arranged by AMC Authority. The
Bidder shall be entitled to use such supply. Electricity as may be available on the site for
purpose of the work and shall pay such charges as is fixed by the appropriate supply
Authorities up to Completion of construction Contract including Operation and
Maintenance Period.
In case if there is any delay in supply of power site of any interruption or fault in the
power during the work. No compensation shall be paid for idle labor staff, machineries and
for use of diesel operating sets etc. as the case maybe.
Signature/StampofContractor Additional City
6. Tender Declarationform
Additional City Engineer, WEST ZONE, Ahmedabad
Municipal Corporation, Ahmedabad.
Project:Development of Senior Citizen Park at Anjali Cross Road to Ambedkar Bridge, Paldi
Ward in West Zone, Ahmedabad.
I/We the undersigned have carefully gone through and clearly understood the
Tender documents of above mentioned project comprising of Notice Inviting tenders,
Articles of Agreement, Scope of work, Definition of terms, notes Instructions/Information
to Tenderer, Condition of Contract, special condition of contract, Appendices,
Specifications, Schedule of quantities and tendered drawings furnished by AHMEDABAD
MUNICIPAL CORPORATION. I/We have satisfied myself/ourselves as to the location of
site, examined drawings. I/We have visited site & fully acquainted with local situations
regarding materials, labors & others factors pertaining to work before submittingtenders.
I/We do hereby offer to execute and complete the whole of the work within the time
specified all in accordance with the specification, designs, drawing and instruction in
writing referred to in the said document and with such materials as are provided for, at the
respective rates which I/we have quoted in the schedule-B or at such other rates as maybe
fixed under the provisions of theseconditions.
In the event of this tender being accepted I/We agree to enter into an agreement and
when required and execute the contract, according to your fom1 of agreement as or in
default where of I/we bind myself/ourselves to forfeit the "Earnest Money Deposit."
I/We understand that if I/WE shall not enter in agreement within ten days or decided
by AMC from the date of receipt of letter of acceptance, you will forfeit the earnest money
paid by me/us and take necessary action as deemed fit.
I/We have enclosed a Demand Draft / Bank Guarantee as an “Earnest Money
Deposit", for the sum as mentioned in NIT, the full value of which is to be absolutely
forfeited to the Employer If I/We fail to commence the work specified. Otherwise the
Employer shall retain the said sum, as on account of such. Security)' Deposit'.' as provided
for in the aforesaid documents.
I/We agree not to employ Sub-contractors other then those that may be
approved in accordance with Conditions in the aforesaid documents.
I/We understand that Muni. Commissioner shall have right to accept, reject the
tender as well as the rate at which tender to be accepted and awarded.
I/We am/are bound to execute the job if the work order is issued within 180 days
from the date of opening of the tender.
I/We agree to pay the Government Tax, GST., Labor Cess and other
Prevailing taxes as applicable on such items on which the same are leviable and The rates to
be quoted by the Contractor must be exclusive of GST but inclusive of all other taxes. GST
shall be payable extra on the admissible payment as per the approved tender rates; GST
shall be payable as per prevailing rates at the time of payment. ( As per Circular No.
Signature/StampofContractor Additional 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:-
Approximat Earnest
Name of Works e value of Money
works (Rs.) Deposit (Rs.)
"Develop Senior Citizen Park by Using
Recycle & Reuse Material From Anjali
Cross Road to Ambedkar Bridge as BRTS
on the Theme of R.R.R.Base to develop 06 (SIX
1 Chandranagar Cross Road Island on the Rs. 34,11,975.00/- Rs.34,120.00/- MONTHS)
Left hand side of the Road and Open
Space By Using Recycle & Reuse
Material at Paldi Ward in West Zone."
2. Interested bidders shall download the tender documents from AMC’swebsite
www.tender.nprocure.com.
3. Tender (a complete set of bidding document) fee shall be As per N.I.T in the form of
Demand Draft from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,
Ahmedabad, payable at Ahmedabad, which shall be non refundable. The Details of
Tender fees shall be submit with scan copy at the time of Quoting price bid of the
tender and physically to be submitted along with technical bid Vol.-1 with
otherenclosure.
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 favor of MUNICIPAL COMMISSIONER,
Ahmedabad, payable at Ahmedabad. Earnest Money Deposit will have to be specified in Clause
of FinancialCondition.
5. Physical submission must be delivered to Assistant Manager, West Zone office, Dr.
Ramanbhai Patel Bhavan, Usmanpura char rasta, Ashram road, AhmedabadAs
6. The Bids will be opened on As per N.I.T at the office of Assistant Manager, West Zone
Zonal Office, Harubhai Mehta Bhavan, ViratNagar, Ahmedabad Municipal
Corporation, Ahmedabad 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 sametime.
TERMS & CONDITIONS
( A ) INSTRUCTIONS TO BIDDERS (ITB) ( B )
GENERAL TERMS & CONDITIONS ( C )
FINACIAL TERMS &CONDITIONS
AHMEDABAD MUNICIPAL CORPORATION TERMS
( A ) INSTRUCTIONS TO BIDDERS (ITB)
1. Procedure for Submission ofTender
a).The Bidder should quote the price bid in e- tenderform before last date of online submission
as per N.I.T and all other details as asked in thetender.
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. This envelope shall be sealed in
an outer envelope. The Bid envelopes shall be marked asfollows:-
Tender Document Vol.1
Registration certificate ofclass
Power ofAttorney
PersonalDetails
Enclosures as asked intender
Technical specifications duly sign bycontractor.
c).The envelope shall be addressed to the Employer at the following address:
Assistant Manager, West Zone Zonal Office, Harubhai Mehta Bhavan, ViratNagar,
Ahmedabad Municipal Corporation, Ahmedabad
d). 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.
e).All information has to be typed or hand written legibly. All pages of the Bid have to
be initialed by the bidder.
f) ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY. Projects
for which incomplete information has been provided will not be considered for
evaluation. The Bidder may attach separate sheets if so required. However, the final
bound document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm)
except Form ofBids.
2. Assessment ofSubmission
2.1 The Employer will open the physically 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 IFB.
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
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 considerappropriate.
2.3 The Employer will determine whether the bid is accompanied by the requiredEMD.
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
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 carriedout.
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 theinformation/details.
2.7 The Employer shall prepare besides the record of bid opening, minutes of the Bid
opening, including the information disclosed to those present in accordance with Sub
Clause 3.2thereof.
2.8 The bidders or their representatives who are present shall sign attendance sheet
evidencing theirattendance.
2.9 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 orreservation.
3. Evaluation and Comparison of Tendervolume
The Employer will evaluate and compare only those Tender volumes which are
determined to be substantially responsive in accordance with Clause 2 as above and
qualified for award of Contract in accordance with Clause 5 as below.
4. Procedure for TenderOpening
Received copies of tender in physical form within scheduled time, will be open on
scheduled 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.(Following clause no. 5 of ITB).
5.1 A.M.C. will Open the Price Bid of the Bidders who are Qualified in Technical Evaluation.
A.M.C. may Reserve the Right to award the Contract to One or More Technically
Qualified bidders at the Same Rate as Quoted by L1 Bidder.
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
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 theContract.
7. As per Finance Department Circular no. 03, Dt.28/04/2023 A successful Bidder has to
deposit security deposit / Bank Guarantee within 15 days after receiving letter of
Intent. If Agency Fails to Submit Security Deposit within Time, Penalty Should be
charged 4% P.A. for Late Submission of Security Deposit. Time limit of work will
commence from the date of issue of workorder.
8. Clarification ofBids
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 bycable/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 isawarded.
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 hisbid.
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 hisbid.
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 ownexpense.
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
Seal and Signature oftheBidder Addl. City Engineer
Date: (WEST ZONE)
AHMEDABAD MUNICIPAL CORPORATION TERMS
( B ) GENERAL TERMS &CONDITIONS
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 theIFB.
1.2 The Works consistof:
Development of Senior Citizen Park at Anjali Cross Road to Ambedkar Bridge, Paldi Ward in
West Zone, Ahmedabad.
2. Source ofFunds
2.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL
3. EligibleBidders
3.1 This invitation for bids is open to bidders who has necessary bid capacity and who
meet the followingrequirements:
A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent
Contractor registered in “E1” Classworking with AMC or Registered “E1” Class with the
Government of Gujarat, other state Governments, Semi Governments Bodies, Central
P.W.D. & who have a certificate of registration with employees provident fund
organization & who have Completed atlWest
Definition of Similar Work:-“Similar Work” Means Bidder should have completed Infrastructure
Placemaking including Pathway, street Placemaking, Garden Placemaking etc. (Government /
(Escalation Factor shall be used to bring the value of such completed work to the level of
current Financial Year)
Escalation factor: -NA-
Work Completion:
1. For work completion, the bidder has to submit Certificate 3 (A) from their respective
employers. Those works which are not supported by the Certificate 3(A) shall not be
considered as completedwork.
2. Work completed by the bidder with Government / Semi Government under the name of
the bidder them self shall be considered forevaluation.
3. Work completed by the bidder from Private works (Not Sublet), but shall be under the
direct name of the bidder, shall be considered of 50% value of the work done. The
amount to be derived for this, shall consist only Street Placemaking works and no other
amount. Bidder has to Submit TDS Certificate For such Private Work Experience.
4. In case of Earlier Partnership firm (Dissolved Now), any of the partner with the new firm
(New name) bids for the tender, the work completion credential shall be considered as
per the Partnership deed and percentage of profit shared by the partners of the
5. Work Completion means completed works only. If the work is in progress and Some
percentage of the work is completed, the bidder can not consider that amount into the
work completed. For example, for the project Rs. 10.00 Crore if the work iscompleted
1.50 Cr., then the bidder can not submit the work completion of Rs. 1.50 Cr. for
eligibility of this tender.
6. Works done under Sublet and / or Joint Venture shall not be considered for
evaluation purpose anyhow.
Bidders shall provide such evidence of their continued eligibility satisfactory to the
Employer, as the Employer shall reasonablyrequest.
4. Eligible Material, Equipment andServices
4.1 At the Employer's request, the bidder having offered the evaluated lowest financial bid
may be required to provide evidence of the origin of materials, equipment, and services to
the satisfaction of theEmployer.
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 areprovided.
5. Qualification of theBidder
To be qualified for award of Contract, bidders shall:
a) Submit a written power of attorney authorizing the signatory of the bid to commit
5.1 Organisation&Management
a. Memorandum of association/articles of association/partnership agreement
b. Bids from the joint ventures are notacceptable.
c. Certificate of class ofregistration
5.2 FinancialStatus
5.2.1 Achieved an Average Annual financial turnover during the last 3 years, ending 31st
March of the previous financial year should be at lWest 30% of the estimated cost
put to Tender. It should be duly certified by CharteredAccountant.
5.2.2 (Escalation factor as mentioned above shall be used to bring the value of such
completed works to the level of current financial year i.e.2024-25)
5.2.3 If company did not exist for the last 5 years, corresponding figure for the year is to
be taken aszero.
5.2.4 The agency should Submit Solvency certificate for an amount up to 20% of the
tender amount. A solvency certificate to this effect shall be submitted by him not
Older than Last One Year from any Nationalized bank as perAnnexure-I.
5.3 Sub-Contractors' experience and resources shall not be taken into account in
determining the bidder's compliance with the qualifyingcriteria.
Seal and Signature oftheBidder Addl. City Engineer
Date: (WEST ZONE)
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.
2 Head office address:
3 Local office address (ifany):
5 E-mailaddress:
incorporation/registration: 7 Year
ofincorporation/registration:
Additional information regarding litigation, debarment, arbitration,etc.
5.4 Disqualification
Even though the Bidders may meet the above criteria, they are subject to be disqualified
for any of the following reasons:
a) Misleading or false representation in the forms, statements and attachments submitted
and included indocument.
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
c) Has been identified by the Employer as poor performer in implementation of ongoing
5.5 Debarment/Blacklisting
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 perBidder
6.1 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.
7. BiddingDocuments
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. Bids which are not substantially responsive to the requirements of the bidding
documents will be rejected.
8. Language ofBid
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
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 thebidder.
9.2.The bidder shall fill (in e-tender) in percentage rate above or below and total amount
9.2.The bidder shall fill (in e-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
10. BidValidity
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 shorterperiod.
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 bid security. A 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 allrespects.
11. Format and Signing ofBid
11.1 The bidder shall prepare two copies of the documents comprising the bid as
described in Instructions toBidders.
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 thebidder.
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
11.4 All witnesses and sureties shall be persons of status and probity and their full names,
Occupations and addresses shall be printed below theirsignatures.
12. Deadline for Submission ofBids
Bids must be received by the Employer at the address specified above not later than
the time and date specified in theIFB.
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
15. The selection process will lay high emphasis on the ability and competency of
contractors to do high quality work within the given timeschedule.
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 theBidder.
17. All clause shall be operative from the date of issue of work order and up to the expiry
of original and extended time limit.
18. LegalCondition:-
Corrupt or FraudulentPractices
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 duringexecution.
“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 execution;and
“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 opencompetition.
Municipal Commissioner reserves the rights to reduce/increase the scope of work and
contract without assigning any reasonthereof.
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 anystage.
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 berejected.
Those who do not meet with the eligibility criteria need not submit the Tender
Tenders, which do not fulfill all or any of condition or are submitted incomplete in any
respect or are conditional tenders, will berejected.
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'soutstanding.
19. Administrative Conditions:-
Safety andSignage
Contractor has to arrange for the complete safety of the persons working for
project, users of the surrounding area i.e. public and vehicles also. Allthe
arrangements of safety equipment, first-aid treatment, mandatory signage
regarding work & traffic as per requirement to be arranged atsite.
Necessary dropping, shoring and under pinning shall be provided for the safety
of the adjoining work or property, which is to be left intact, before dismantling
and demolishing is taken up and the work shall be carried out in such a way
that no damages is caused to the adjoiningproperty.
Liaison with local authority for electrical connections for theAMC
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.
Contractor shall not sub let the work without permission of theauthority.
Insurance in respect of damage to persons and property :
The contractor shall be liable for and shall indemnify the Employer against any liability,
loss, claim or proceedings whatsoever arising under any statute or at common law in
respect of personal injury to or the death of any person whomsoever arising out of or in
the course of or caused by the carrying out the works, unless due to any act or neglect of
the Employer or of any person for whom the Employer is responsible.
The contractor shall be responsible for all injury to persons, animals or things, and for all
structural and decorative damage to property which may arise from the operation or
neglect of himself or of any nominated sub-contractor's employees, whether such injury
or damage arise from carelessness, accident or any other cause what ever in any way
connected with the carrying out of this contract. This clause shall be held to include,
interalia,, any damage to buildings, whether immediately adjacent or otherwise and
damage to roads, streets, good paths, bridges or way as well as all damage caused to the
buildings and works forming the subject ofthis
contract by frost or other inclemency of weather. The contractor shall indemnify the
employer and hold him harmless in respect of all and any expenses arising from any such
injury or damage to persons or property as aforesaid and also in respect of any claim
made in respect of injury or damage under any acts of government or otherwise and also
in respect of any award of compensation or damages consequent upon such claim.
The contractor shall reinstate all damages of every sort mentioned in this clause, so as to
deliver up the whole of the contractor works complete and perfect in every respect and
so as to make good or otherwise satisfy all claims for damage to the property of third
The contractor shall indemnify the employer against all claims which may be made
against the employer by any member of the public or other third party in respect of
anything which may arise in respect of the work or in consequence thereof and shall at
his own expense arrange to effect and maintain until the virtual completion of the
contract, with an approved office and policy of insurance in the joint names of the
employer and the contractor against all claims which
may be made upon the employer whether under the workmen's compensation act or
any other statute in force during the currency of this contract or at common law in
respect of any employee of the contract or any sub-contractor and shall at his own
expense effect and maintain, until the virtual completion of the contract, with an
approved office a policy of insurance in the joint names of the employer and
contractor against such risks and deposit such policy or policies with the Architect from
time to time during the currency of the contract.
The contractor shall be responsible for anything which may be excluded from the
insurance policies above referred to and also for all other damages to any property
arising out of and incidental to the negligent or defective carrying out of this contract. He
shall also indemnify the employer in respect of any costs, charges or expenses arising out
of any claim or proceeding and also in respect of any award of or compensation of
damage arising thereform.
The employer with the concurrence of Architect shall be at liberty and is hereby
empowered to deduct the amount of any damage, compensation, costs charges and
expenses arising or accruing from or in respect of any such claim or damage from any
sum or sums due or to become duet to the contractor.
Insurance : (CAR)
The contractor shall in joint names of the Employer and contractor insure against loss or
damage by fire, storm, tempest, lighting, flood, earthquake, aircraft or anything dropped
therefrom, serial objects, riot and civil commotion for the full value thereof all work
executed and all unfixed materials and goods intended for, delivered to and placed on or
adjacent to the work, but excluding temporary building plant, tools and equipment
owned or hired by the contractor or any subcontractor and shall if such work material
and goods so insured until virtual completion of the work such insurances shall be with
insurers approved by the Architect and contractor shall deposit with the Architect the
policy or policies and the receipts in respect of premiums paid and should the contractor
make default in insuring or continuing to insure as aforesaid the Employer may himself
insure against any risk with respect of which the default shall have occurred and deduct a
sum equivalent to the amount paid by him in respect of premium from any monies due to
or to become due to thecontractor.
Provided always that if the contractor shall independently of his obligations under this
contract maintain a policy of insurance which covers (interalia) the said work, materials
and goods against the aforesaid contingencies to the full value thereof then the
maintenance by the contractor of such policy shall if the Employer interest is endorsed
thereon, be a discharge of the contractors obligation to insure in the joint names of the
Employer and contractor and the production by the contractor as and when may
reasonably be required by the Architect of a current certificate of insurance from the
company or firm which shall have issued the said policy shall be a discharge of the
contractor's obligation to deposit with the Architect a policy or policies and the receipts in
respect of premium paid.
Upon survey of any claim under the insurances aforesaid the contractor with due
diligence shall restore work damaged, replace or repair unfixed materials or goods which
have been destroyed or injured, remove all dispose of any debris and proceed with the
carrying out and completion of the work. All monies received from such insurances shall
be paid to the contractor by installments under certificates of the Architect issued at the
period of interim Certificates named in the appendix to this conditions. The contractor
shall not be entitled to payment in respect of the restoration of work damaged, the
replacement and repair of any unfixed materials or goods and the removal and disposal
of debris other than the monies received under the saidinsurances.
Workmen's Compensation
Responsibilities and liabilities, of the Contractor under Workmen's Compensation
Act following shall also apply in addition to followings:
a) On the occurrence of an accident, which result in death of workmen employed by
the contractor or which is so serious as is likely to result in death of any
the Contractor, shall within 24 hours of happening of such accident(s) intimate, in
writing to the Engineer in charge the fact of such accident(s). The contractor shall
indemnity Ahmedabad Municipal Corporation (AMC) against, all loss or damage
sustained by the AMC resulting directly or indirectly from his failure to give intimation
in the manner aforesaid including the penalties or fines, if any, payable by the AMC as
a consequence of AMC failure to give notice under the Workmen's Compensation Act
or otherwise to conform to the provisions of the said act in regard to such accident(s).
b) In the case of an accident, in respect of which compensation may become payable
under Workmen's Compensation Act, whether by the contractor or by the
Government as principal Employer, it shall be lawful for the Engineer in charge to
retain cut of money due and payable to the contractor, such sum or sum of money
as, may, in the opinion of the Engineer in charge, be sufficient to meet such a
liability. The opinion of the Engineer in charge shall be final in regard to all matters
arising under thisclause.
21. OFFICE ACCOMODATION FOR THE SITEENGINEERING
The contractor shall provide, erect and maintain at his cost a separate simple watertight office
accommodation for the Site Engineer. These accommodations shall be well lighted and ventilated
and provided with Air Condition, windows, door, with a lock.
The office of Site Engineer shall be with minimum of 500 Sq. Ft. containing with
meeting room, toilet and panty facilities and the contractor shall provide minimum
desk with minimum 12 chairs, drawers for keeping drawings, 1 steel cupboard
having proper lock and a tack board for displaying drawings. The accommodation
shall be demolished when directed.
The contractor shall have to provide One number of computer systems as per
configuration asked by the department and One Number of 3 in 1, i.e. printer,
scanner and Xerox. The contractor shall Take photograph and record all significant
site progress in terms of civil work (reinforcement, Masonry, plastering work etc.),
electric work, plumbing work (including concealed open electric, plumbing, fire
fighting, CNG gas lines etc.), finishing work etc. once every week (irrespective of no
work progress on site or prolonged holidays) using professional camera with flesh
(and shot at maximum resolution) and stored and submitted with weekly
computer folders labeled clearly with date of week and serial number of week as
per week of progress.
SanitaryArrangement:
The Contractor shall provide and erect all necessary sanitary convenience for the
Site staff and the workmen maintain in a clean orderly condition and clean and
deodorize the ground afterremoval.
Seal and Signature oftheBidder Addl. City Engineer
Date: (WEST ZONE)
AHMEDABAD MUNICIPAL CORPORATION TERMS
( C ) FINANCIAL CONDITION
1. Cost and Currencies ofBidding
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 IndianRupees
All payments including advances, if any, shall be made in IndianRupees.
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 thebid.
2.2 The EMD of the unsuccessful bidders, except for L1, L2 and L3 bidders, will be
returned as promptly as possible as but not later than 28 days after the expiration of the
period of bidvalidity.
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 signed the
2.4 Earnest Money Deposit may beforfeited
a) if the bidder withdraws his bid during the period of bidvalidity;
b) in the case of a successful bidder, if the bidder fails within the specified time limitto
i) furnish the required Performance Securityor
ii) sign theAgreement.
3. (A) Security Deposit:-
Within 15 (Fifteen) days of the date of receipt of the Letter of Acceptance, the successful bidder
shall deliver to the Employer, a Initial Security Deposit in the form of a Bank Guarantee for an
amount equivalent to 5% of the Contract Price. (Ref. Circular No. 03, Dt.28/04/2023)
The Security Deposit to be provided by the successful bidder in the form of a bank
guarantee as per format shall be issued from any Nationalized or RBI approved
(B) Performance Bond: -NA-
(C) Defect liability period: -NA-
(D) 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 attached ANNEXURE -1finance dept. circular No-03,Dt.28/04/2023.
5. Mobilization advance will not begiven.
6. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for
7. Liquidated Damages /Penalty:
A Percentage per Day (%) for 0.1% of the Cost of Remaining Work per day from the date
Liquidated Damages delaying the said work up to the date of approved or extended time
limit. (As per Circular no. 9, dated 18/05/2012 issued by M. C.)
B Liquidated Damages for delay 10% of the cost of remaining work up to the date of approved or
Maximum extended time limit. (As per Circular no. 9, dated 18/05/2012 issued
8. G.S.T. onMaterials
All charge on account of G.S.T. etc. on material procurement or any other
component for the works from any source shall be borne by the contractors.
G.S.T. payable by the Contractor under the Contract, or for any other cause as of the date
28 days prior to the deadline for submission of the bids, shall be included in the rates
and prices and the total bid price submitted by the bidder and the evaluation and
comparison of bids by the Employer shall be madeaccordingly.
9 Price Escalation:--NA-
10. If the Bidder fails to execute the said works within prescribed time limit, the said work
will be carried out at the risk and cost by other Bidders with 15% supervision charges as may
be decided by the Addl. City Engineer (WEST ZONE).
11. As per Standing Committee’s Resolution 0.5% testing charges shall be deducted from each R.A.
Bill and the Amount of Actual Testing Charges shall be Adjusted in the Final Bill. Even if the Testing
Expenses Exceed 0.5% of the Project Cost, the Excess Amount shall be borne by the Contractors, and
no Payment shall be made in this Regards.
Seal and Signature oftheBidder 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 "Develop Senior Citizen Park by Using Recycle & Reuse Material From Anjali Cross
Road to Ambedkar Bridge as BRTS on the Theme of R.R.R.Base to develop Chandranagar Cross Road Island
on the Left hand side of the Road and Open Space By Using Recycle & Reuse Material at Paldi Ward in West
Zone."for Ahmedabad Municipal Corporation, Ahmedabadwill 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.
TENDER DOCUMENTS
VOLUME-I (TECHNICAL BID)
VOLUME – II (PRICE BID)
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 of Development of Senior Citizen Park at Anjali Cross Road to Ambedkar Bridge,
Paldi Ward in 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
Development of Senior Citizen Park at Anjali Cross Road to Ambedkar Bridge, Paldi
Ward in West Zone, Ahmedabadas specified in the tender by the AHMEDABAD
MUNICIPAL CORPORATION.
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
ENGINEERING DEPARTMENT
TECHNICAL SPECIFICATIONS OF WORK
Item No. 1: Excavation for foundation including sorting out stacking of useful material &
disposing of excavated stuff upto 50 mt. lead. Loose or soft soil. (A) up to 1.5 mt. depth.
1.1. Any soil which generally yields to the application of pickaxes and shovels, phawaras rakes or any
suchordinary excavating implement or organic soil, gravel silt, sand turf loam, clay, peat etc., fail under this
2.0.Clearing the site
2.1. The site on which the structure is to be built shall be cleared, and all obstructions loose stone, materials
andrubbish of all kind bush wood and trees shall be remove as directed. The materials so obtained shall be
property ofthe Government and shall be conveyed und stacked as directed within 50 m lead. The roots of the
trees coming in thesides shall be cut and coated with a hot asphalt
2.2. The rate of side clearance is deemed to be included in the rate of earth work for which no extra will be
3.0. Setting out
After clearing the site the center lines will be given, by the Engineer-in-charge. The contractor shallassume
fullresponsibility for alignment, elevation and dimension of each and all 'parts of the work. Contractor shall
supply laboursmaterials, etc. required for setting out the reference marks and bench 'marks and shall
maintain them as long asrequired and directed.
4.0. Excavation
The excavation in foundation shall be carried out in true line and level and shall have the width and depth as
shown inthe drawings or as directed. The contractor shall do the necessary shoring and shutting or providing
necessary slopesto a safe angle, at his own cost. The payment for such precautionary measures shall be paid
separately it notspecified. The bottom of the excavated area shall be leveled both longitudinally and
transversely as directed byremoving and watering as required No. earth filling will be allowed for bringing it
to level If by mistake or anyexcavation is made deeper or wider than, that shown on the plan or directed.
The extra depth or width shall be madeup with concrete of same proportion as specified for the foundation
concrete at the cost of the contractor. The
excavation up to 1.5 m depth shall be measured under this item.
5.0.Disposal of the excavated stuff
5.1. The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the
groundin layers including ramming and watering etc.
5.2. The balance of the excavated quantity shall be removed by the contractor from the site of work to a
place asdirected with lead up to 50 M. and all lift.
6.0. Mode of measurements & payment
6.1. The measurement of excavation in trenches for foundation shall be made according to the sections
oftrenches shown on the drawing or as per sections given by the Engineer-m-charge. No payment shall be
made forsurplus excavation made in excess of above requirements or due to stopping and sloping back as
found necessary onaccount of conditions of soil and requirements of safety.
6.2. The rate shall be for a unit of one cubic meter.
Item No. 2: Filling available excavated earth (excludingrock) 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.
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 earth
shallbe broken.
1.2. As soon as the work in foundation has been completed and measured the site of foundation shall be
clearedof all debris, brick bats: mortar dropping etc., and filled with earth in layers not exceeding 20 cms.
Each layer shall beadequately watered, rammed and consolidated before the succeeding layer is laid The
earth shall be rammed withiron 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 and
consolidated by ramming with iron or wooden rammers. When filling reaches finished level the surface shall
beflooded 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
rollers,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 plinth.
Underno 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 shrinkage
orvoids, if consolidated as instructed above.
2.2. The rate shall be for a unit of one cubic meter.
Item No. 3: Conveyance charges of earth lime, murrum, building rubbish, manure, garbage,
sludge, excavated rock, fly ash, aggregate of any kind etc. comp. upto any lead. up to 5.0 km.
1.0 Workmanship
The work shall include:
Loading of the material into approved conveyance vehicles such as tippers, trucks, tractors, or
other mechanical/manual means.
Transportation of material to the designated dumping or disposal location within a lead of
km, measured along the shortest practicable motorable route.
Unloading and proper disposal/stacking of the material at the specified location.
All operations shall be carried out safely, without spillage, nuisance, or environmental hazard.
The contractor shall comply with all local authority regulations, traffic rules, and safety norms.
The rate shall include cost of labour, fuel, loading and unloading charges, hire of vehicles, tools
and tackles, and all incidental expenses.
2.0 Mode of Measurement
Measurement shall be made in cubic metres (m³) or tonnes, as specified in the BOQ.
Quantity shall be calculated based on actual volume/weight of material conveyed.
Lead shall be measured from the center of the source location to the center of the disposal
location along the approved route.
No extra payment shall be made for loading, unloading, or incidental handling, as the rate is
composite and inclusive for conveyance up to 5.0 km.
Item No. 4: 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
Water shall conform to M-1. Cement mortar shall conform to M-11. Bricks shall conform to M-15.
2.0. Workmanship
2.1. The relevant specification of item No. 6.12(A) shall be followed except that the bricks to be used shall
beconventional bricks and proportion of cement mortar shall in C.M. 1:6.
3.0. Mode of measurements & payment
3.1. The relevant specification of item No. 6.12(A) shall be followed.
3.2. The rate shall be for a unit of one cubic meter.
Item No. 5:Brick work using common burnt clay building bricks having crushing strength not less
than 35kg. /Sq. cm. In cement mortar 1:6 (1-Cement: 6-fine sand) etc. complete as directed by
EIC. (B) Conventional(i) Ground Floor
1.0. Materials & Workmanship
The relevant specification of item No. 6.19(A) shall be followed except that brick masonry work shall be
carried outwith conventional bricks.
2.0. Mode measurement and payment
2.1. The relevant specification of item No. 6.19 (A) Shall be followed.
2.2. The rate shall be for a unit of one cubic meter per meter.
Item No. 6:20mm thick sand faced cement plaster on walls upto height 10 meters above ground
level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement: 3-sand) and 8mm thick
finishing coat of C.M. 1:1 (1-cement: 1-sand) etc. complete.
1.1. Water shall conform to M-1. Cement mortar shall conform to M-11.
2.0. Workmanship
2.1. The work shall be carried out in the coats. The backing coat(base coat) shall be 12 mm. thick in C.M.
1:3.The relevant specifications of item No. 17.58(I) shall be followed except that the thickness of back coat
shall be 12mm. average. Before the first coat hardens its surface shall be beaten up by edges of wooden
tapers and closedents shall be made on the surface. The subsequent coat shall be applied after this coat has
been allowed to setfor 3 to 5 days, depending upon the weather conditions. The surface shall not be allowed
to dry during this period.
2.2. The second coat shall be completed to 8 mm. thickness in C.M. 1:1 as described above, including
raisingsand facing by bushing. The sample of sand face shall be got approved before the work is started. The
whole workshall be carried out uniformly as per sample approved.
2.3. Curing:The curing shall be started overnight after finishing of plaster. The plaster shall be kept wet for a
period of 7 days.During this period, it shall be protected from all damages.
3.0. Mode of measurement & payment
3.1. The relevant specifications of item No. 17.58 shall be followed except that the sand face plaster on
outsideup to 10 m. above ground level shall be measured under this item.
3.2. The rate shall be for a unit of One sq. meter.
Item No. 7:Finishing wall with weather proof exterior emulsion paint on wall surface (two coats)
to give a required shape even shade after thoroughly brushing the surface to remove all dirt, and
remains of loose powdered materials.Etc. complete
Weather proof exterior grade emulsion paint of approved make, shade and colour, conforming to
relevantIS standards, suitable for exterior wall surfaces.
The paint shall be resistant to weathering, UV rays, fungus and algae, and shall be used along with
recommended primer/sealer, if required by the manufacturer or directed by the Engineer-in-Charge.
The wall surface shall be thoroughly cleaned by brushing, scraping and washing to remove all
dirt, dust, grease, efflorescence, loose or flaking paint, and loose powdered materials.
Any cracks, holes or surface defects shall be made good with approved filler or putty and
allowed to dry.
The surface shall be properly prepared to receive paint and shall be dry, sound and free from
Two coats of weather proof exterior emulsion paint shall be applied evenly using brush, roller
or spray as approved.
Each coat shall be allowed to dry completely before application of the next coat.
The finished surface shall present a uniform texture, even shade and smooth appearance, free
from streaks, patches, brush marks, blistering or peeling.
Scaffolding, safety measures, tools and all incidental work required to complete the item shall
be included in the rate.
3. Mode of Measurement
Measurement shall be made in square metres (m²) of the actual painted surface.
The area shall be calculated on the net surface area painted, excluding openings such as doors,
windows, ventilators etc., as per standard measurement practice.
No extra payment shall be made for preparatory work, scaffolding, cleaning, or finishing, as the
rate is inclusive of all operations necessary to complete the work.
Item No. 8:Providing and Installation of Sculpture - Standing Butterfly Height 8ft, Width 5ft and
Thickness of 300mm with all necessary fittings.
As per Design. Mode of measurement taken as per Nos.
Item No.9:Painting two coats (excluding priming coat) on new steel and other metal surface with
enamel paint, brushing, interior to give an even shade including cleaning the surface an even
shade including cleaning the surface of all dirt, 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 approved
manufactures or approved dealer and brought to the site in maker's drums; kegs. etc. with seal unbroken.
2.1.2. All materials not in actual use shall be kept properly protected, lids of containers shall be kept closed
andsurface of paint in open or partially open containers covered with a thin layer of turpentine to prevent
formation ofskin. The materials which have become state or flat due to improper and long storage shall not
be used. The paintshall be stirred thoroughly in its container before pouring into small containers. While
applying also, the paint shallbe continuously stirred in smaller container. No left over paint shall be put back
into stock tins. When not in use thecontainers shall be kept properly closed.
2.1.3.If for any reasons, things is necessary, the brand of thinner recommended by the manufacturer shall
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
becarried out in wet, damp or otherwise unfavorable weather and all the surfaces shall be thoroughly dry
beforepainting 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
particularpaint. The paint shall be applied evenly and smoothly by means of crossing and laying off. The
crossing and layingoff consists of covering the area over with paint, brushing the surface hard for the first
time over and then brushingalternately in opposite directions two or three times and then finally brushing
lightly in a direction at right angles tothe same. In this process, no brush marks shall be left after the -laying
off is finished. The full process of crossingand 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 sand-paper
andloose particles brushed off before next coat is applied. Each coat shall vary slightly in shade and shall be
gotapproved 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
dustbefore 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
qualitybrushes 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.
Item No.10:Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of
specified thickness, size, grade of concrete and colour machine made and blasting by automatic
shot blasting machine and high density of as per approved sample of approved make for footpath,
parking areas, service lanes,cross over and other areas as mentioned in the drawing. Including
providing and laying 50 mm thick average bedding layer of coarse sand below paver block as per
required grading and specification. Laid paver block shall be mechanically compacted. The work
of the paving blocks shall be executed in line and level by skilled mason of flooring work only.
Small size of paver block with same specification shall be used at residue or at end. It should be
laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block
shall be required, than cut by machine only and laying to be done by skilled flooring mason. The
finished surface of the paver block shall have coarse sand Texture Finish. Pave blocks shall be
compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without
any wastage. (A) 60 mm thick M-35 grade Grey Paver block of size 200mm x 200mm.
Machine-made, shot blasted non-interlocking concrete paver blocks of 60 mm thickness, M-35
grade, grey colour, and size 200 mm × 200 mm, conforming to IS 15658 or latest relevant
Indian Standard.
Paver blocks shall be manufactured using high-quality cement, graded aggregates and pigments,
and finished by automatic shot blasting machine to achieve uniform texture, high density and
abrasion resistance.
Coarse sand for bedding layer, clean, hard, durable, well-graded and free from silt, clay, organic
or deleterious matter.
All materials shall be of approved make and sample, as approved by the Engineer-in-Charge.
The prepared sub-base/sub-grade shall be checked for proper line, level and compaction before
laying the bedding layer.
A 50 mm thick (average) bedding layer of coarse sand shall be evenly spread, levelled and
lightly compacted as per required grading and specifications.
Paver blocks shall be laid true to line, level and pattern as shown in drawings, over the prepared
sand bed, using skilled masons experienced in flooring works.
Laying shall be done in footpaths, parking areas, service lanes, crossovers and other areas as
Paver blocks shall be placed tightly with uniform joints and shall be mechanically compacted
using a suitable vibrating plate compactor.
Smaller size paver blocks of the same specification shall be used at edges or residual areas to
avoid cutting, as far as possible.
Where cutting is unavoidable, paver blocks shall be cut only by mechanical cutting machine,
and laid neatly by skilled flooring masons.
After compaction, joints shall be filled with coarse sand and the surface re-compacted.
Any settled or disturbed paver blocks shall be removed and re-laid to proper level and finish.
The finished surface shall be even, firm, and shall have a uniform coarse sand texture finish,
free from undulations, loose blocks or damaged edges.
3. Mode of Measurement
Measurement shall be made in square metres (m²) of actual area of paver blocks laid and
Measurement shall be taken on plan basis of the finished surface.
No allowance shall be made for wastage, cutting, overlaps or gaps.
The rate shall be inclusive of all materials, labour, tools, plant, bedding sand, compaction,
cutting, re-laying, and incidental works required for satisfactory completion of the item.
Item No. 11:Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath
in M-20 grade using 20 mm nominalsize Recycled aggregate forpre-cast blocks, mould with well
equipped with vibratory system for kerb stonesof approved design includingcuring, etc. complete,
including the cost of formwork etc. complete. The rate shall also include necessary cutting of
asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding with necessary
equipment’s and materials. The rate shall also include the flush pointing in CM (1:3) for all joints
of the kerb stones.
Precast cement concrete kerb blocks of size 300 mm (length) × 150 mm (breadth) × 380 mm
(height), of approved shape and design.
Kerb blocks shall be cast in M–20 grade cement concrete using 20 mm nominal size recycled
coarse aggregate, conforming to relevant IS standards.
Blocks shall be manufactured in steel moulds fitted with a vibratory system to ensure proper
compaction, uniformity and smooth finish.
Cement, sand, recycled aggregate and water used shall be of approved quality.
Coarse sand for bedding, clean, well-graded and free from organic or deleterious matter.
Cement mortar for jointing shall be CM 1:3 (1 cement : 3 fine sand).
All materials shall be of approved make and quality, as approved by the Engineer-in-Charge.
Kerb blocks shall be precast, properly cured and transported to site without damage.
Necessary cutting of existing asphalt pavement, where required, shall be carried out neatly using
mechanical cutting equipment.
A 50 mm thick sand bedding shall be prepared, properly levelled and compacted to receive the
Kerb blocks shall be laid in true line, level and alignment as per drawings and directions of the
Engineer-in-Charge.
Adequate care shall be taken to ensure tight joints and uniform spacing between adjacent kerb
All joints between kerb blocks shall be flush pointed with cement mortar (1:3), neatly finished
and properly cured.
The work shall include handling, placing, alignment, adjustment and finishing of kerb blocks
using skilled labour.
The rate shall include formwork, casting, curing, transportation, fixing, cutting of asphalt,
bedding sand, jointing, tools, plant and all incidental works necessary to complete the item.
3. Mode of Measurement
Measurement shall be made in running metres (RM) of kerb blocks supplied and fixed in
Measurement shall be taken along the centre line of the kerb blocks.
No deduction shall be made for joints.
The rate shall be inclusive of all materials, labour, equipment, cutting, bedding, jointing, curing
and incidental expenses, and no extra payment shall be made for these operations.
Item No. 12:Providing & Supplying JCB Machine on rental basis in case ofemergency situation
and break down type work & also during unavoidable condition as per instruction of engg. in
charge, rate includes all nece. shifting, fuel and operating charges and stacking of useful & non-
useful materials separately up to store. (No payment should be allowed for non-working condition
of machinery and for pipe line excavation and laying work)
1. Material / Plant
Providing JCB hydraulic excavator / backhoe loader of approved make, model and capacity, in
good working condition, complete with all standard attachments and accessories required for
excavation, loading and handling operations.
The machine shall be roadworthy, well-maintained and operated by a skilled and licensed
2. Workmanship / Operation
The JCB machine shall be supplied on rental basis for execution of emergency situations,
breakdown-type works, and unavoidable conditions, strictly as per the instructions of the
Engineer-in-Charge.
The rate shall include:
o Mobilization and demobilization, including all necessary shifting of the machine.
o Fuel, lubricants, operator charges, minor repairs and maintenance.
o Excavation, loading, shifting and stacking of useful and non-useful materials separately,
at the designated location or store, as directed.
The machine shall be deployed promptly and shall remain available for operation during the
required period.
No payment shall be made for idle time, non-working condition or breakdown of machinery, or
for time lost due to mechanical failure.
This item shall not be used for pipeline excavation and pipeline laying works, and no payment
shall be allowed for such works under this item.
3. Mode of Measurement
Measurement shall be made in hours (or day, as specified in the BOQ) of actual working time of
the machine, duly recorded and certified by the Engineer-in-Charge.
Only productive working hours shall be measured; idle time, standby time, breakdown period or
non-operational time shall not be measured or paid.
The rate shall be inclusive of machine hire, fuel, operator, shifting, stacking of materials, tools,
plant and all incidental charges necessary for completion of the work.
Item No. 13:Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work
on site by using Operator, fuel, power Supply etc. Complete as Directed. (No payment should be
allowed for non-working condition of machinery and for pipe line excavation and M.H. work.
Allowed only for break down work) (AMC approved SOR Rate Jan-2016)
1. Material / Plant
Providing pneumatic breaker / jack hammer machine of approved make and capacity, suitable
for demolition of RCC slabs, asphalt / bituminous surfaces, in good working condition.
The machine shall be complete with all necessary accessories, hoses, compressor (if required),
and safety fittings.
The breaker shall be operated by a skilled and experienced operator.
2. Workmanship / Operation
The pneumatic breaker machine shall be supplied at site for execution of breakdown and
emergency demolition works only, as directed by the Engineer-in-Charge.
The rate shall include:
o Deployment of machine with operator.
o Fuel, power supply, lubricants, minor repairs and routine maintenance.
o Handling and safe operation of the machine during demolition of RCC slab or asphalt
The work shall be carried out in a controlled manner to avoid damage to adjoining structures,
utilities or services.
No payment shall be made for non-working or idle condition of the machinery, including
breakdown or standby time.
No payment shall be allowed for pipeline excavation works or manhole (M.H.) works under this
This item shall be permitted only for breakdown-type demolition works, as approved by the
Engineer-in-Charge.
3. Mode of Measurement
Measurement shall be made in hours (or per shift / per day, as specified in the BOQ) of actual
working time of the pneumatic breaker machine.
Only effective working hours, duly recorded and certified by the Engineer-in-Charge, shall be
Idle time, non-operational time, breakdown period or stoppages for any reason shall not be
measured or paid.
The rate shall be inclusive of hire charges, operator, fuel, power supply, tools, plant and all
incidental expenses required for completion of the work.
Item No. 14:Providing and fixing of PVC SWR pipes IS 13592 for Drain - 75 mm. dia.
PVC Soil, Waste and Rainwater (SWR) pipes of 75 mm nominal diameter, conforming to IS
13592 (latest revision).
Pipes shall be of approved class, make and quality, uniform in colour, smooth in bore, free from
cracks, blisters, warping or other manufacturing defects.
Necessary fittings such as bends, tees, junctions, sockets, clamps and accessories shall be of
matching PVC material and approved make.
Solvent cement, rubber rings or jointing materials shall be as recommended by the manufacturer
and approved by the Engineer-in-Charge.
Pipes and fittings shall be handled carefully to avoid damage and shall be stored properly at site.
The alignment, gradient and levels of the drain shall be set out as per drawings and directions of
the Engineer-in-Charge.
PVC SWR pipes shall be cut square, cleaned and jointed using approved solvent cement /
rubber ring joints, ensuring leak-proof joints.
Pipes shall be laid or fixed true to line and level with proper slope for efficient drainage.
Necessary supports, clamps or brackets shall be provided at required intervals where pipes are
The work shall include all labour, tools, scaffolding (if required), fittings and accessories
necessary for complete installation.
The drainage line shall be tested for leakage and proper flow before acceptance.
3. Mode of Measurement
Measurement shall be made in running metres (RM) of 75 mm diameter PVC SWR pipe
supplied and fixed in position.
The length shall be measured along the centre line of the pipe.
No separate measurement shall be made for fittings, jointing materials, clamps or testing, as
these shall be included in the rate.
The rate shall be inclusive of supply, transportation, handling, fixing, jointing, testing and all
incidental expenses required for completion of the item.
Item No. 15: Providing and fixing of F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers. over:
728mm ø & 100 mm thick circular cover, 35.00 MT load design, 100x2mm MS flat allround,
16mm ø plain round bar for lifting the cover.
Fibre Reinforced Concrete (F.R.C.) Extra Heavy Duty (EHD-35) manhole cover, circular in
shape, of 728 mm internal diameter and 100 mm thickness, designed to withstand a safe
working load of 35.00 metric tonnes, suitable for heavy traffic locations.
The cover shall be manufactured using high-strength cement concrete reinforced with approved
fibres, conforming to relevant IS standards and specifications.
The cover shall be provided with:
o 100 mm × 2 mm mild steel flat welded all round the periphery.
o 16 mm diameter plain mild steel round lifting bars/handles properly embedded in the
All steel components shall be clean, free from rust, and properly anchored.
The manhole cover shall be of approved make and sample, as approved by the Engineer-in-
The manhole cover shall be transported, handled and fixed carefully to avoid damage.
The bearing surface of the manhole frame / chamber shall be cleaned and prepared to proper
line and level before fixing.
The F.R.C. cover shall be fixed true to line, level and alignment, ensuring uniform bearing on
the supporting surface.
Necessary adjustments, seating, and finishing shall be carried out to ensure a stable, flush and
secure installation.
The finished cover shall sit flush with the surrounding surface and shall not rock, tilt or cause
traffic nuisance.
The work shall include all labour, tools, handling, fixing, alignment and incidental works
required for satisfactory completion of the item.
3. Mode of Measurement
Measurement shall be made in numbers (Nos.) of F.R.C. Extra Heavy Duty manhole covers
supplied and fixed in position.
Each complete unit shall include the cover with all specified fittings.
The rate shall be inclusive of supply, transportation, loading, unloading, fixing, tools, plant and
all incidental charges, and no separate payment shall be made for any component thereof.
Item No. 16: Providing and fixing of MS Scrap Electric Pole.
Mild Steel (M.S.) scrap electric pole of approved length, section and condition, suitable for use
The pole shall be straight, structurally sound, free from excessive corrosion, cracks, bends or
defects affecting its strength and serviceability.
Necessary accessories such as base plates, clamps, bolts, nuts, washers or holding-down
arrangements, if required, shall be of approved quality.
Protective coating such as primer and paint shall be applied, where specified or directed by the
Engineer-in-Charge.
The location of the pole shall be set out as per drawings or instructions of the Engineer-in-
Excavation for foundation pit shall be carried out to required size and depth, and the pole shall
be erected true to line and plumb.
The pole shall be properly aligned and embedded in the ground with suitable concrete / grouting
/ backfilling as specified or directed.
Backfilling around the pole shall be done in layers, well compacted, ensuring firm and stable
Necessary adjustments, alignment, levelling and finishing shall be carried out to ensure the pole
is secure and vertical.
The work shall include all labour, tools, plant, handling, erection, fixing and incidental works
necessary to complete the item satisfactorily.
3. Mode of Measurement
Measurement shall be made in numbers (Nos.) of M.S. scrap electric poles supplied and fixed in
The rate shall be inclusive of supply, transportation, loading, unloading, excavation, fixing,
alignment, backfilling, tools, plant and all incidental charges.
No separate payment shall be made for excavation, concreting, backfilling or protective coating
unless specifically provided in the BOQ.
Item No. 17: Providing and fixing of Lighting Fixtures with Panel Board and required necessary
items, including ISI Wire2.5 sq.mm, Pannel board, MCB, etc. which necessary for light
Lighting fixtures / luminaires of approved type, wattage and make, conforming torelevant IS
ISI-marked copper conductors, PVC insulated, FR/FRLS grade 2.5 sq.mm wires, of approved
make and colour coding.
Panel board / distribution board of suitable size, fabricated from CRCA sheet steel, powder
coated, complete with bus bars, neutral link and earth bar.
MCBs of required rating and capacity, ISI marked, suitable for lighting circuits.
All necessary accessories such as switches, connectors, junction boxes, conduits, bends,
saddles, lugs, glands, clamps, screws and fixing hardware.
Earthing materials as required, conforming to IS specifications.
The work shall be executed as per approved drawings, wiring diagrams and directions of the
Engineer-in-Charge.
Lighting fixtures shall be fixed at specified locations, heights and orientations, firmly secured
and properly aligned.
Wiring shall be carried out using 2.5 sq.mm ISI-marked copper wires, drawn through suitable
conduits, neatly dressed and properly terminated.
Panel board shall be installed at designated location, securely mounted and provided with MCBs
as required for lighting circuits.
All electrical connections shall be properly tightened, insulated and identified.
The system shall be effectively earthed as per IS standards and statutory requirements.
After completion, the installation shall be tested for continuity, insulation resistance and proper
functioning, and shall be put into operation only after approval.
The work shall include all labour, tools, plant, testing instruments, scaffolding (if required) and
incidental works necessary for satisfactory completion.
3. Mode of Measurement
Measurement shall be made in Lot for lighting fixtures supplied and fixed complete as
Panel board, wiring, MCBs, accessories and testing shall be deemed included in the item rate,
unless otherwise specified in the BOQ.
The rate shall be inclusive of supply, transportation, fixing, wiring, panel board, MCBs,
earthing, testing and all incidental charges.
No separate payment shall be made for accessories or minor items required for complete
Item No. 18:Dismantling tiled of stone floors laid in mortar including stacking of serviceable
materials and disposal of unserviceable materials with all lead and lift.
1.0. Workmanship
1.1. The relevant specification of item 20.1(i) shall be followed except the dismantling of tiled or stone
floors laidon 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. 20.1(i) 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.
Item No. 19:Filling in plinth with sand under floors including watering, ramming, consolidating,
compacting and dressing etc. completed.
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
floors,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
plinth underfloors.
3.3. The rate shall be for a unit of one cubic meter.
Item No.20:Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone
aggregate 20 mm nominal size) and curing etc. complete excluding cost of form work in (A)
Foundation and plinth
Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Grit shall
conform to M-8.Graded stone aggregate 20 mm nominal size shall conform to M-12.
2.1. The concrete mix is not required to be designed by preliminary testes. The proportion of the
concrete mixshall be 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm. nominal size)
by volume concrete workshall have exposed concrete surface or as specified in the item
2.2. The designation ordinary M-100, M-150m M-200, M-250 specified as per I.S. correspond
approximately to1:3:6, 1.2:4, 1:1:1/2:3 and 1:1:2 nominal mix of ordinary concrete by volume
2.3. The ingredients required for ordinary concrete containing one beg of cement of 50 kg. by weight
(0.0342 CuM.) for different proportions of mix shall be as under:
Total quantity of dry
aggregateby volume
per 50 kgs. of cement Proportion of fine Quantity of water per
Grade of concrete to be taken as the sum aggregate tocoarse 50 Kegs. of cement
ofindividual volume of aggregate maximum
aggregates, maximum
M-100(1:3:6) 300 Liters Generally, 1:2 for line 34 Liters
M-150(1:2:4) 220 Liters aggregateto coarse 32 Liters
M-200 (1:1.1/2:3) aggregate by 30 Liters
volume160 but subject
M-250 (1:1:2) 100 Liters to an upper limitof 1:3 27 Liters
1:1.1/2 and lower limit
2.4. The water cement ratios shall not be more than specified in the above table. The cement content of
the mixspecified in the table shall be increased if the quantity of water in mix has to be met eased to
overcome the difficultiesof placements and compaction so that the water-cement ratio specified in the
table is not exceeded.
2.5. Workability of the concrete shall be controlled by maintaining a water -cement-ratio that is found
to give aconcrete mix which is just sufficient wet to be placed and compacted without difficulty with
the means available.
2.6. The maximum size of course aggregate shall be as large as possible within the limits specified but
in no casegreater than one forth of the minimum thickness of the member provided that the concrete can
be placed withoutdifficulty so as to surround all reinforcement thoroughly and to fill the corners of the
form.Generally 1:2 for line aggregateto coarse aggregate by volume160 but subject to an upper limitof
1:1.1/2 and lower limit
2.7. For reinforced concrete work; coarse aggregates having a nominal size of 20 mm. are generally
consideredsatisfactory.
2.8. For heavily reinforced concrete members as in the case of ribs of main beams, the nominal
maximum size ofcoarse aggregate should usually be restricted to 5 mm. less than the minimum clear
distance between the main bar or5 mm. less than the minimum cover to the reinforcement whichever is
2.9. Where the reinforcement is widely spaced as in solid slabs, limitations of size of the aggregate may
not be soimportant, and the nominal maximum size may some times be as great as or greater than the
2.10. Admixture maybe used in concrete only with approval of Engineer-in-charge based upon the
evidence thatwith the passage of time neither the compressive strength of concrete is reduced not are
other requisite qualities ofconcrete and steel impaired by the use of such admixtures.
3.0. Workmanship
3.1. Proportioning :Proportioning shall be done by volume, except which shall be measured in terms of
bags of 50kg. weight, the volume of one such bag being taken as 0.0342 cu. meter Boxes of suitable
size shall be used formeasuring sand aggregate. The size of boxes (internal) shall be 35 x 25 cms. and
40 cms deep while measuring theaggregate and sand the boxes shall be filled without shaking ramming
or hammering. The proportioning of sand shallbe on the basis of its dry volume and in case of damp
saner, allowances for bulk age shall be made.
3.2.1. For all work, concrete shall be mixed in a mechanical mixed which along with other accessories
shall be. Keptin first class working condition and so maintained throughout the construction Measured
quantity of aggregate, sandand cement required for each batch shall be poured into the claim of the
mechanical mixer while it is continuouslyrunning. After half a minute of dry mixing measured quantity
of water required for each batch of concrete mix shall beadded gradually and mixing continued for
another one and a half minute Mixing shall be continued till materials areuniformly distributed and
uniform colour of the entire mass is obtained and each individual particle of the coarseaggregate shows
complete coating of mortar containing its proportionate amount of cement. In no case shall themixing
he done for less than 2 minutes after-oil ingredients have been put into the mixer.
3.2.2. When hand mixing is permitted by the Engineer-in-charge for small jobs or for certain other
reasons, it shallbe done on the smooth watertight platform large enough to allow efficient tuning over
the ingredients of concretebefore and after adding water Mixing platform shall be so arranged that no
foreign malarial gets mixed with concretenor does the mixing water flow out. Cement in required
number of bags shall be spread in n layer of uniform thicknesson the mixing platform. Dry coarse and
fine aggregate and cement shall then be mixed thoroughly be turning over toget a mixture to uniform
colour. Specified quantity water shall then be added gradually through a rose can and the
mass turned over till a mix of required consistency is obtained. In hand mixing quantity of cement shall
be increasedby 10 percent above that specified
3.2.3. Mixers which haw been out of use for more than 30 minutes shall be thoroughly cleaned before
puttingin a new batch. Unless otherwise agreed to by the Engineer in-charge the first batch of concrete
from the mixture shallcontain only two thirds of normal quantity of coarse aggregate Mixing plant shall
be thoroughly cleaned beforechanging from one type of cement to another
3.3. Consistency:
3.3.1. The degree of consistency which shall depend upon the nature of the work and methods of
vibration ofconcrete, shall be determined by regular slump tests in accordance with I.S. 1199-193. The
skimp of 10 mm. to 25 mmshall be adopted when vibrators are used and 80 mm. when vibrators are not
3.4.Inspection:
3.4.1. Contractor shall give the Engineer-in-charge due notice before placing any concrete in the forms
to permithim to inspect and accept the false work and forms as to their strength, alignment and general
fitness but suchinspection shall not relieve the contractor of his responsibility for the safely of men
machinery materials and for resultsobtained immediately before concreting all forms shall be
thoroughly cleaned.
3.4.2. Centering design and its erection shall be got approved from the engineer-in-charge. One
carpenter withhelper shall invariably be kept present throughout the period of concreting. Movement of
labour and other personsshall be totally prohibited for reinforcement laid in position. For access to
different parts suitable mobile platforms shallbe provided so that steel reinforcement in position is not
disturbed. For ensuring proper cover, mortar blocks ofsuitable size shall be cast and tied to the
reinforcement. Timber kapachi or metal pieces shall not be used for thispurpose.
3.5. Transporting and laying:
3.5.1. The method of transporting and placing concrete shall be as approved. Concrete shall be so
transported andplaced that no contamination, segregation or loss of its constituent material takes place.
All from work shall be cleanedand made free from standing water dust, show or ice immediately before
placing of concrete. No concrete shall beplaced in any part of the structure until the approval of the
engineer-in-charge has been obtained.
3.5.2. Concreting shall proceed continuously over the area between construction joints. Fresh concrete
propercontraction joint is formed. Concrete shall be compacted in its final position within 30 minutes of
its discharge from themixer. Except where otherwise agreed to by the engineer-in-charge, concrete shall
be deposited in horizontal layers toa compacted depth of not more than 0.45 meter when internal
vibrators are used and not exceeding 0.30 meter in allother cases.
3.5.3. Unless otherwise agreed to by the Engineer-in-charge concrete shall be dropped in to place from
a heightexceeding 2 meters. When trucking or chutes are used they shall be kept close and used in such
a way as to avoidsegregation. When concreting has to be resumed on a surface which has hardened, it
shall be roughened, sweptclean, thoroughly wetted and covered with a 13 mm. thick layer of mortar
composed of cement and sand in the sameratio as in the concrete mix itself. This 13 mm. layer of
mortar shall be freshly mixed and placed immediately beforeplacing of new concrete. Where concrete
has not fully hardened, all lateness shall be removed by scrubbing the wetsurface with wire or bristle
brushes, care being taken to avoid dislodgement of any particles of coarse aggregate. Thesurface shall
then be thoroughly wetted, all free water removed and then coated with neat cement grout. The first
layerof concrete to be placed on this surface shall not exceed 150 mm. in thickness and shall be well
rammed against oldwork, particular attention being given to corners and close spots.
3.5.4. All concrete shall be compacted to produce a dense homogeneous mass with the assistance of
vibrators,unless otherwise permitted by the Engineer-in-charge for exceptional cases, such as concreting
under water, wherevibrators cannot be used. Sufficient vibrators in serviceable condition shall be kept
at site so that spare equipment isalways available in the even of breakdowns. Concrete shall be judged
to be compacted when the mortar fills thespaces between the coarse aggregate and begins to cream up to
form an even surface. Compaction shall becompleted before the initial setting stats i.e. within
minutes of addition of water to dry mixture. During compaction, itshall be observed that needle
vibrators are not applied on reinforcement which is likely to destroy the bond betweenconcrete and
Immediately after compaction, concrete weather including rain, running water, shocks, vibration,
traffic, rapidtemperature charges, frost and drying out process. It shall be covered with wet sacking has
Sian or other similarabsorbent material approved, soon after the initial set, and shall be kept
continuously wet for a period of not less than14 days from the date of placement. Masonry work over
foundation concrete may be started after 48 hours of itslaying but curing of concrete shall be continued
for a minimum period of 14 days.
3.7. Sampling and testing of concrete:
3.7.1. Samples from fresh concrete shall betaken as per I.S. 1199-1959 and cubes shall be made, cured
andtested at 7 days of 28 days as per requirements in accordance with I.S. 526-1959. A random
sampling procedure shallbe adopted to ensure that each concrete batch shall have a reasonable chance of
being tested i.e. the samplingshould be spread over the entire period of concreting and cover all mixing
units. The minimum frequency of samplingof concrete of each grade shall be in accordance with
Quantity of concrete in Quantity of concrete in
No of samples No of samples
the work. the works
51 and above 4+ one additional for each additional 50 mm. or part thereof.
Note: At least one simple shall be taken from each shift, Ten test specimens shall be made from
eachsample, five for testing at 7 days and the remaining five at 28 days. The samples of concrete shall
betaken on each day of concreting as per above frequency. The number of specimens may be
suitablyincreased as deemed necessary by the Engineer-in-charge when procedure of tests given
abovereveals a poor quality of concrete and in other special cases.
3.7.2. The average of the group of cubes cast for each day shall not be less than the specified cube
strength of 150K/g Cm 2 at 28 days. 20% of the cubes cast for each day may have value less than the
specified strength providedthe lowest value is not less than 85% of the specified strength. If the
concrete made in accordance with theproportions given for a particular grade does not yield the
specified strength, such concrete shall be classified asbelonging to the appropriate lower grade.
Concrete made in accordance with the Proportions given for a particulargrade shall not, however be
placed in a higher grade on the ground that the test strength are higher then the minimumspecified.
3.8. Stripping:
3.8.1. The Engineer-in-charge shall be informed in advance by the contractor of hr> intention to strike
the formwork. While fixing the time of removal of form work, due consideration shall be given to local
conditions,character of the structure, the weather and other conditions that influence the setting of
concrete and of the materialsused in the mix. In normal circumstances
(generally, where temperatures are above 20.C) and where ordinaryconcrete is used, forms may be
struck after expire or periods specified in item No.9.1(A) for respective item of formwork.
3.8.2. All form work shall be removed without causing any shock or vibration as would damage the
concrete. Beforethe soft and struts are removed, the concrete surface shall be gradually exposed, where
necessary in order toascertain that concrete has sufficiently hardened. Centering shall be gradually and
uniformly lowered in such amanner as to permit the concrete to take stresses due to its own weight
uniformly and gradually. Where internal metaltiles are permitted, they or their removable parts shall be
extracted without causing any damage to the concrete andremaining holes filled with mortar. No
permanently embedded metal part shall have less than 25 mm. cover to thefinished concrete surface.
Where it is intended to re-use the form work, it shall be cleaned and made good to thesatisfaction of the
Engineer-in-charge. After removal of form work and shutting, the Executive Engineer shall inspectthe
work and satisfy by random checks that concrete produced is of good quality.
3.8.3.Immediately after the removal of forms, all exposed bolts etc. passing through the cement
concrete memberand used for stuttering or any other purpose shall be cut inside the cement concrete
member to a depth of at least 25m. below the surface of the concrete and the resulting holes be filled by
cement mortar, all fins, caused by form joints,all cavities produced by the removal of form tiles and all
other holes and depressions, honeycomb spots, brokenedges or comers and other defects, shall be
thoroughly cleaned", saturated with water and carefully pointed anrendered true with mortar of cement
and fine aggregate mixed in proportions used in the grade of concrete that isbeing furnished and of as
dry consistency as is possible to use. Considerable pressure shall be applied in filling andpointing to
ensure through filling in all voids. Surface which are pointed shall be kept moist for a period of
hours. Ifrock pockets/honeycombs in the opinion of the Engineer-in-charge are of such an extent or
character as to effect thestrength of the structure materially or to endanger the life of the steel
reinforcement, he may declare the concretedefective and require the removal and replacement of the
portions of structure affected.
4.0. Mode of Measurement & Payment
4.1. The consolidated cubical contents of concrete work as specified in item shall be measured. No
deductionshall be made for(a) Ends of dissimilar materials such as joints, beams, posts, girders, falters,
purling trusses, corbels and steps etc.,up to 500 Sq, Cm. in section.
4.2. The rate includes cost of all materials labour, tools and plant required for mixing, placing in
position, vibratingand compacting, finishing, as directed, curing and all other incidental expenses for
producing center of specifiedstrength. The rate excludes the cost of form work.
4.3. The rate shall be for a unit of one cubic meter
Item No. 21:Providing and laying in position Ready Mixed M250 grade concrete for reinforced
cement concrete 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 cost of centering shuttering finishing and reinforcement 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
Ready Mixed Concrete (RMC) of M25 grade, manufactured as per approved design mix in a
fully automatic batching plant conforming to IS 4925 / IS 456 / relevant standards.
Cement content, minimum 450 kg/m³, excluding fly ash, as per latest IS 456 requirements.
Aggregates: Coarse and fine aggregates conforming to relevant IS standards.
Admixtures: Approved chemical admixtures (as per IS: 9103) to accelerate or retard setting,
improve workability without impairing strength or durability, used in recommended
Water: Clean, potable water, free from harmful substances.
Transport: Concrete to be transported in transit mixers with continuous agitation up to 10 km
RMC shall be pumped / conveyed / deposited at site as per directions of the Engineer-in-Charge,
maintaining workability and uniformity.
Concrete shall be placed in footings, columns, beams, slabs, staircase, lintels, chajjas, walls or
any other RCC element as per drawings.
Placing shall avoid segregation or loss of workability.
Necessary measures to ensure proper compaction, vibration and prevention of cold joints shall
Excludes cost of centering, shuttering, finishing, or reinforcement.
Any adjustment to mix at site (e.g., admixture dosage) shall be done only as approved by the
Engineer-in-Charge.
3. Mode of Measurement
Measurement shall be made in cubic metres (m³) of RMC actually placed in position,
compacted, and accepted by the Engineer-in-Charge.
Volume shall be computed based on final dimensions of the RCC element, excluding centering,
shuttering and reinforcement.
The rate shall be inclusive of cement, aggregates, admixtures, water, batching, transportation,
pumping and all incidental charges necessary for providing RMC of specified grade.
No separate payment shall be made for admixtures or transportation within 10 km lead.
Item No. 22: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 lead
1.1. Cold twisted steel bars (high yield strength deformed bars) shall conform to M.19 Mild steel
binding wiresshall conform to M-21.
2.0. Workmanship
2.1. The specifications of item No. 5.4.10 shall he followed except that the cold twisted steel bars shrill
be used with or without hooks at the ends. Deformedbars without hooks shall, however, comply with
relevant anchoragerequirements.
3.0. Mode of Measurement & Payment
3.1. The relevant specifications of item No. 5.4.10 shall be followed
3.2. The rate shall be for a unit of One kg
Item No. 23: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:
Item No. 23.01:Foundations, Footings, Bases of Columns etc. and Mass concrete.
1.1. The shuttering to be provided shall be of ordinary timber plank and shall conform to M-26.
1.2. The dimensions of scantlings and battens shall conform to the design. The strength of the wood shall not
less than that assumed in the design.
2.0. Workmanship
2.1. The form work shall conform to the shape lines and dimensions as shown on the plans and be
constructed asto remain sufficiently rigid during the placing and compacting of the concrete. Adequate
arrangements shall be madeby the contractor toe safe-guard against any settlement of the form-work during
the course of concreting and afterconcreting. The form work of shuttering, centering, scaffolding, bracing
etc. shall be as per design.
(A)Clearing and Treatment of forms:
2.2.1. All rubbish, particularly chipping shaving and saw dust shall be removed from the interior of the
formbefore the concrete work is placed and the-form in contact with concrete shall be cleaned and
thoroughlywetted or treated. The surface shall be then coated with soap solution applied before concreting is
done. Soapsolution for the purpose shaft prepared by dissolving yellow soap in water to get consistency of
Alternatively, a coat of raw linseed oil shall be applied after thoroughly cleaning the surface. Care shall be
takenthat the coating does not get on construction joint surface and reinforced bars.
2.3. Stripping time:
2.3.1.In normal circumstances and where ordinary cement is used forms may be struck after expire of
followingperiods.
(a)Sides of walls columns and vertical faces of beams………………………………………24 to 48 hours.
(b)Beam soffits, (props, left under)………………………………………………………7 days.
(c)Removal of props slabs:
(i)Slabs spanning up to 4.5. m………………………………………………………………………7 days.
(ii)Spanning over 4.5 mm………………………………………………………………………….14 days.
(d)Removal of props t beams and Arches:
(i)Spanning up to 6 m………………………………………………………………………….14 days.
(ii)Spanning over 6 m…………………………………………………………………………….21 days.
2.4. Procedure when removing the form work:
2.4.1. All form work shall be removed without such shock or vibrations as would damage the reinforced
concretesurface. Before the soffits form work and struts are removed, the soffits and the concrete surface
shall be exposedwhere necessary in order to ascertain that the concrete has sufficiently hardened
2.5. Centering:
2.5.1. The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolute
safety ofthe form work and concrete work before, during and after pouring concrete. Watch should be kept
to see that behavioror centering and form work is satisfactory during 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.
2.5.2. The props of centering shall be provided on firm foundation or base of sufficient strength to carry the
loadswithout any settlement.
2.5.3. 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,adequacy and safety of
form work andcentering. If there is a failure of form work or centering, contractor shall be responsible for
the damages to property.
2.6. Scaffolding:
2.6.1. All scaffolding, hoisting arrangements and ladders etc., required for the facilitating of conceding shall
beprovided and removed on completion of work by contractor at his own expense. The scaffolding,
hoistingarrangements and ladders etc. shall be strong enough to with sand all live, dead and impact loads
expected to act andshall be subject to the approval of the Engineer-in-charge. However, contractor shall be
solely responsible for thesafety of the scaffolding, hoisting arrangement, ladders, work and workman etc.
2.6.2. The scaffolding, hoistingarrangements and ladder shall allow easy approach to the work spot and
afford easy inspection.
2.6.3. The rate is applicable to all condition of working and height up to 4 mts. The rate shall include the
cost ofmaterials and labour for various operations involved such as:
(a) Splayed edges, notching, allowance for overlaps and passing at angles, battens centering,
shutteringpropping, bolting, wedging easing, striking and removal.
(b) Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm: width to
beams,columns and the like.
(c) Temporary openings in the forms for pouring concrete, if required removing rubbish etc.
(d) Dressing with oil to prevent adhesion of concrete with shuttering and.
(e) Raking or circular cutting.
2.7.1. Before re-use, all from shall be inspected by Engineer-in-charge and their suitability ascertained. The
formsshall be scarred, cleaned and joints are gone over, repaired where required. Inside surface shall be
retreated toprevent adhesion of concrete.
3.0. Mode of Measurements & Payment
3.1. From work shall be measured as the area in square meters to shuttering in contract with concrete except
inthe case of inclined member and portion of curved profile and upper side in which case on area of
underside shall bemeasured for payment.
3.4. From work to secondary beams shall be measured up to the sides of main beams but no deduction shall
bemade form the form work of the main beam at the inter section point. No deduction shall be made form
the form workof a column at inter section of beams.
3.5. The rate is for the completed item
3.6. The rate shall be for a unit of one sq. meter.
Item No. 23.02:Columns, Pillars, Posts and struts for all type of plan.
1.0. Materials and Workmanship
1.1. The relevant specification of item No. 9.1.(A) shall be followed except that the work is for
columns, pillars,posts and struts, square, rectangular, polygonal in plan.
2.0. Mode of measurement and payment
2.1. The relevant specification of item No. 9.1.(A) shall be followed.
2.2. The rate shall be for a unit of one sq. meter.
Item No. 23.03:Sides and soffits of Beams, Beam Haunchings, cantilevers, Girders, Bressumers
1.0. Materials and Workmanship
1.1. The relevant specification of item No. 9.1(A) shall be followed except that thework is for sides and
soffits ofbeams, haunting cantilevers girders, bressumers and lintels not exceeding 1 M. in depth.
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 one sq. meter.
Item No.24 to 28:Re-baring: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 the drilled hole using Fischer - FIS 360 or Equivalent approved make
Cementitious 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)
(b) 10 mm dia. bar (100 mm depth)
(c) 12 mm dia. bar (125 mm depth)
(d) 16 mm dia. bar (175 mm depth)
(e) 20 mm dia. bar (200 mm depth)
Reinforcement bars (rebars) of specified diameter: 8 mm, 10 mm, 12 mm, 16 mm, 20 mm (as per
Cementitious chemical grout / adhesive for anchoring rebars in drilled holes: Fischer FIS 360 or
equivalent approved make, conforming to manufacturer’s specifications.
Water and cleaning materials required for preparation of the drilled hole.
All tools, accessories, scaffolding, staging, and equipment necessary for safe and effective
Drill holes of specified diameter and depth using hammer drill or approved mechanical drilling
equipment, as directed by the Engineer-in-Charge.
Clean the hole thoroughly using mechanical air blower, water and brushes to remove dust, debris,
and loose particles.
Prepare the chemical grout as per manufacturer’s instructions and fill the drilled hole.
Insert the rebar vertically or as directed into the grouted hole ensuring full embedment and proper
Provide temporary support or alignment until the grout achieves sufficient strength.
Ensure worksite safety, proper handling of chemicals, and that finished rebars are securely anchored.
Include all labour, scaffolding, tools, and incidentals required for complete execution.
3. Mode of Measurement
Measurement shall be made in numbers (Nos.) of rebars fixed.
Each rebar shall be measured based on the specified diameter and embedment depth.
The rate shall be inclusive of drilling, cleaning, chemical grout, rebar insertion, scaffolding, labour,
tools, equipment and all incidental works, and accepted by the Engineer-in-Charge.
No extra payment shall be made for minor adjustments, alignment, or support unless specified
4. Item-wise Specifications
Item Rebar Dia. Embedment Depth
Item No. 29: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 trowel including scaffolding curing etc. complete.
Cement: Ordinary Portland Cement (OPC) of approved brand.
Coarse sand: Clean, hard, well-graded, free from silt, clay, organic or deleterious matter.
Water: Clean and potable.
Scaffolding: Safe and approved type for the required height.
All materials shall be of approved quality and conforming to relevant IS standards.
Surface Preparation:
o Exterior brick or concrete wall surface shall be cleaned to remove dust, loose particles,
oil, or other foreign matter.
o Surface shall be moistened before plastering.
Base Coat (12 mm thick):
o Cement mortar 1:4 (1 cement : 4 coarse sand) shall be applied evenly on the wall
surface in rough finish to provide proper key for top coat.
Top Coat (8 mm thick):
o Cement mortar 1:2 (1 cement : 2 coarse sand) shall be applied over the base coat.
o The top coat shall be finished smooth with trowel to provide uniform surface.
o Plastered surface shall be cured adequately for at least 7 days or as directed by the
Engineer-in-Charge.
The work shall include all scaffolding, materials, labour, tools, curing and incidental works
necessary for complete execution.
3. Mode of Measurement
Measurement shall be made in square metres (m²) of plastered surface finished in all respects,
measured over the net wall area.
Thickness of plaster is 20 mm (12 mm base + 8 mm top coat).
Measurement shall exclude openings like doors, windows, ventilators unless otherwise
The rate shall be inclusive of materials, labour, scaffolding, curing, finishing, and all
Item No.30:Providing and laying polished Kota stone slab flooring over 20mm (Average) thick
base of cement mortar 1:6 (1-cement: 6-coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse
sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of
slab including rubbing and polishing etc. complete. (A) 25mm thick
1.1. Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-
11Polished kota stone shall conform to M-49,
2.0. Workmanship
2.1. Each slab shall be cut to the required size and shape and fine chisel dressed at all the edges. The sides
trust dressed shall have a full contract if a straight edge is laid along. The sides shall be table rubbed with
coarsesand before paving. All angles and edges of the slabs shall be true square and free from chippings and
giving aplane surface. The thickness shall be 25 mm. (Average) as specified in the item but not less than
mm. at anyplace of the slab.
2.2. Bedding for the Kota stone slabs shall be of cement mortar 1:6 (1 cement : 6 coarse sand) orL.M. 1:1.5
of average thickness 20 mm given in the description of the item. Sub grade shallbe cleaned, wetted and
mopped Mortar of the specified mix and thickness shall then be spread onan area sufficient to receive one
kota stone slab. The slab shall be washed clean before laying. Itshall be laid on top, pressed, tapped gently to
bring it in level with the other slabs. If shallthen be lifted and laid aside. Top surface of the mortar shall then
be corrected by addingfresh mortar at hollows or depressions. The mortar shall then be allowed to harden
bit.Over this surface, cement slurry of honey-like consistency shall be applied. The slab shall then begently
placed in position and tapped with wooden mallet till it is properly padded in level with and closeto the
adjoining slab. The joint shall be as fine as possible. The slabs fixed in the floor adjoining, the walls
shallenter not less than 10 mm. under the plaster, skirting or dedo. The junction between the wan and floor
shall befinished neatly. The finished surface shall be true to levels and slopes as directed
2.3. The floor shall be kept wet for a minimum period of 7 days so that bedding and joints set properly
2.4. Polishing shall be normally commenced after 14 days of laying the stone slab. First polishing shah be
donewith carborundum stones of 120 grade grit fitted in the heavy machine and then second polishing shall
be donewith carborundum stone of 220 to 350 grade grit fitted in heavy machine. Water shall be properly
used duringpolishing. The stone shall then be washed clean with water When directed by the Engineer-in-
charge, wax polish ofapproved quality shall be applied on the surface with the help of soft cloth over a clean
and dry surface. Then thepolishing machine fitted with bobs shall be run over it.
2.5. The holes required for Nahni traps, pipes and any other fittings shall be made, without any extra cost.
3.0. Measurement & payment
3.1. The rate shall include the cost of all materials and labour involved in ail the operations described
above.The kota stone flooring shall be measured in square meters correct to two places decimal, length and
breadth shallbe measured correct to a centimeter and between the finished face of skirting dedo plaster and
no deduction shallbe made nor extra paid for any opening in floor of areas up to 0 1 sq
3.2. The rate shall be for a unit of one sq. meter
Item No.31:Providing, fabricating and fixing MS fixed grills of desired pattern, made up from MS
flat /square bars/ round bars at required spacing and fitted to window frame with screws
including two or more coats of synthetic enamel paint over a primer of Zinc Chr. as per
architectural dwg.
Mild Steel (MS) bars: Flats, squares, or round bars of approved section and quality conforming
to relevant IS standards.
Fasteners: Screws, bolts, or anchors of approved make for fixing grills to window frames.
o Zinc Chromate primer (anti-corrosive).
o Synthetic enamel paint of approved make and colour, applied in two or more coats over
All materials shall be of approved make and quality, as directed by the Engineer-in-Charge.
Grills shall be fabricated in the desired pattern as per architectural drawings, using MS bars
welded or joined as required.
Fabrication shall ensure straightness, uniform spacing, proper alignment, and accurate
Grills shall be securely fixed to window frames using screws or suitable fasteners.
Surface Preparation and Painting:
o Remove rust, scale, oil, or grease from MS surface before painting.
o Apply Zinc Chromate primer first.
o Apply two or more coats of synthetic enamel paint for smooth, durable finish.
The work shall include all labour, scaffolding, fabrication tools, welding/cutting, fasteners, and
incidental works required for completion.
3. Mode of Measurement
Measurement shall be made by weight in kilograms (Kg) of MS bars actually used in fabrication
and fixed in position.
Weight shall be calculated based on approved section sizes and lengths used in the finished
grill, excluding screws, fasteners, and paint.
The rate shall be inclusive of supply, cutting, fabrication, welding, fixing, primer and paint,
labour, tools, scaffolding, and all incidental charges.
Item No.32 to 35:Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe
(SCH- 40) for cold water including fittings as approved by Engineer in Charge. Pipe shall be fixed
on the wall with the help of clamp at every two-meter C/C or shall be concealed as directed
including necessary fittings etc. including testing of pipe and joints and fixing the same with
adhesive solvent, including cost of all materials.
UPVC Pipes (Schedule 40) of approved make and quality, conforming to relevant IS standards
for cold water supply.
Pipe diameters as specified: 15 mm, 25 mm, 32 mm, 50 mm.
Fittings: Elbows, tees, bends, unions, sockets, reducers, caps of approved make, suitable for
cold water, compatible with UPVC pipes.
Adhesive / Solvent Cement: Approved type for UPVC pipes and fittings as per manufacturer’s
recommendation.
Pipe Clamps / Supports: Mild steel or plastic clamps of approved make for wall fixing at 2 m
All materials shall be approved by the Engineer-in-Charge.
Pipes shall be laid in true line and level as per drawings or directions of Engineer-in-Charge.
Pipes may be surface mounted using clamps at every 2 m c/c, or concealed in wall/floor as
Jointing shall be done using adhesive solvent cement ensuring leak-proof and durable
Pipes and joints shall be tested under pressure for leakage as per IS recommendations.
The work shall include all cutting, making good, supports, scaffolding, fittings, accessories,
testing and incidental works required for proper completion.
3. Mode of Measurement
Measurement shall be made in running metres (RM) of UPVC pipe laid, jointed, and tested,
measured along the centre line of the pipe.
Fittings such as elbows, tees, reducers, unions, and clamps are included in the item rate, unless
otherwise specified in the BOQ.
The rate shall be inclusive of supply, transportation, laying, jointing, supports, adhesive, testing,
and all incidental charges.
Item No.36:Providing and fixing Gun metal check or non-return fullway wheel valve.(A) 15mm
Gun Metal Check / Non-Return Valve (Full Way Wheel Type) of 15 mm nominal diameter,
conforming to relevant IS standards.
Valve shall be of approved make and quality, corrosion-resistant, capable of withstanding
specified pressure and suitable for cold/hot water pipelines as applicable.
All components including body, disc, seat, spindle, and wheel handle shall be made of gun
metal of approved grade.
All necessary gaskets, washers, packing and accessories required for proper installation shall be
Valve shall be installed in the pipeline at the designated location as per drawings or as directed
by the Engineer-in-Charge.
Connections to the pipeline shall be properly aligned, tightened, and leak-proof.
Care shall be taken to ensure the valve operates smoothly (full opening and closing).
Work shall include all cutting, threading, alignment, supports, and testing necessary to ensure
proper operation.
3. Mode of Measurement
Measurement shall be made per valve (Nos.) supplied and fixed in position, complete with all
required fittings, gaskets, and accessories.
The rate shall be inclusive of supply, transportation, fixing, testing, and all incidental charges.
Item No. 37:Providing and fixing Gun metal check or non-return fullway wheel valve.(B) 20mm
Gun Metal Check / Non-Return Valve (Full Way Wheel Type) of 20 mm nominal diameter,
conforming to relevant IS standards.
Valve shall be of approved make and quality, corrosion-resistant, capable of withstanding
specified pressure and suitable for cold/hot water pipelines as applicable.
All components including body, disc, seat, spindle, and wheel handle shall be made of gun
metal of approved grade.
Necessary gaskets, washers, packing, and accessories required for proper installation shall be
Valve shall be installed at the designated location in the pipeline as per drawings or directions
of the Engineer-in-Charge.
Connections to the pipeline shall be properly aligned, tightened, and leak-proof.
The valve shall be tested to ensure smooth operation, full opening, and proper closure.
Work shall include all cutting, threading, alignment, supports, and testing required for complete
and satisfactory installation.
3. Mode of Measurement
Measurement shall be made per valve (Nos.) supplied and fixed in position, complete with all
necessary fittings, gaskets, and accessories.
The rate shall be inclusive of supply, transportation, fixing, testing, and all incidental charges.
Item No. 38:Fertilizer (farm yard manure) for plantation area (2” layer).
Farm Yard Manure (FYM) of approved quality, well-decomposed, free from weed seeds, toxic
materials, stones, debris, or foreign matter.
Moisture content should be moderate to facilitate even application and nutrient release.
Manure shall conform to relevant agronomic standards for soil conditioning and nutrient supply.
Plantation area shall be cleared of weeds, debris, and unwanted vegetation prior to application.
FYM shall be evenly spread over the soil surface to a depth of 2 inches (approx. 50 mm) as
directed by the Engineer-in-Charge.
The manure shall be lightly incorporated into the topsoil without damaging existing plants or
irrigation systems.
Work shall include all labour, handling, transportation, spreading, and incidental works
necessary for complete application.
3. Mode of Measurement
Measurement shall be made in square metres (m²) of plantation area covered with FYM to a
uniform 2-inch layer.
The rate shall be inclusive of supply, transportation, spreading, incorporation, labour, tools, and
all incidental charges.
Depth of 2 inches (50 mm) shall be maintained uniformly over the measured area.
Item No. 39:Providing pesticides, dust as directed by architect engineer incharge.
Pesticides / insecticidal dust of approved make, type, and concentration suitable for the targeted
pest or vegetation control.
Materials shall conform to relevant IS / BIS / manufacturer standards and statutory regulations.
Safety data sheets (SDS) and handling instructions shall be followed as per manufacturer
Pesticides / dust shall be applied uniformly over the designated area as directed by the Architect
/ Engineer-in-Charge.
Application shall be carried out using approved equipment such as hand spreaders, sprayers, or
mechanical devices ensuring effective coverage.
Care shall be taken to avoid contamination of water bodies, edible plants, and surrounding
Safety measures including protective clothing, masks, gloves, and other PPE shall be provided
to all personnel handling the chemicals.
Work includes transportation, storage, handling, application, disposal of empty containers, and
all incidental works required for safe and effective execution.
3. Mode of Measurement
Measurement shall be made in kilograms (Kg) of pesticide / dust actually applied as approved
by the Engineer-in-Charge.
The rate shall be inclusive of supply, transportation, application, labour, PPE, equipment, and
all incidental charges.
Item No.40:Providing pesticides, liquid as directed by architect engineer incharge.
Pesticides / insecticidal dust of approved make, type, and concentration suitable for the targeted
pest or vegetation control.
Materials shall conform to relevant IS / BIS / manufacturer standards and statutory regulations.
Safety data sheets (SDS) and handling instructions shall be followed as per manufacturer
Pesticides / dust shall be applied uniformly over the designated area as directed by the Architect
/ Engineer-in-Charge.
Application shall be carried out using approved equipment such as hand spreaders, sprayers, or
mechanical devices ensuring effective coverage.
Care shall be taken to avoid contamination of water bodies, edible plants, and surrounding
Safety measures including protective clothing, masks, gloves, and other PPE shall be provided
to all personnel handling the chemicals.
Work includes transportation, storage, handling, application, disposal of empty containers, and
all incidental works required for safe and effective execution.
3. Mode of Measurement
Measurement shall be made in litres (L) of pesticide / dust actually applied as approved by the
Engineer-in-Charge.
The rate shall be inclusive of supply, transportation, application, labour, PPE, equipment, and
all incidental charges.
Item No. 41: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.
Selection No.1 Grass: Approved variety of high-quality grass suitable for lawns.
Farm clay / topsoil: Well-prepared, free from stones, debris, and deleterious matter, supplied up
to 300 mm thickness.
Sludge / manure: Well-decomposed farmyard manure or organic compost of approved quality.
Pesticides / fertilizers: Approved type and quantity for healthy growth and weed control.
Extra earth / backfill: As required to level the area.
All materials shall be of approved quality and conform to relevant agronomic standards.
Area shall be prepared by removing debris, stones, weeds, and leveling the soil.
Trenches, if required for planting, shall be excavated properly, and backfilled with suitable soil.
Grass shall be planted in rows 5 cm apart in both directions to ensure uniform coverage.
Adequate watering, fertilization, and pest control shall be provided to promote healthy growth.
Lawn shall be maintained for a minimum of 3 months or until the grass forms a thick, dense,
and weed-free lawn suitable for mowing, as approved by the Engineer-in-Charge.
Disposal of rubbish, surplus soil, and all labour, lead, lift, and incidental works required for
complete execution shall be included.
3. Mode of Measurement
Measurement shall be made in square metres (m²) of lawn successfully established and accepted
by the Engineer-in-Charge.
The rate shall be inclusive of supply of grass, farm clay, sludge, manure, pesticides, trenching,
backfilling, watering, maintenance for 3 months, disposal of rubbish, and all labour and
incidental works.
Item No. 42 to 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 dunk 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 directed by E.I.C/PMC.Champa Tree (6'), Garmalo Tree (6') and Bottle Plam (6').
Tree plants of approved variety and healthy stock:
o Champa Tree – 6’ height
o Garmalo Tree – 6’ height
o Bottle Palm – 6’ height
Good quality soil / topsoil: Free from debris, stones, and deleterious material.
Organic manure: Well-decomposed cow dung.
Pesticides / insecticides: Approved type for healthy plant growth and pest control.
Stakes / supports: Suitable size for tying and supporting plants.
All materials shall be of approved quality and conform to horticultural/agronomic standards.
Digging of pits of size 0.6 m × 0.6 m × 0.6 m at the designated locations.
Pit shall be filled with good earth mixed with cow dung and pesticides for soil enrichment.
Plants shall be carefully placed in pits and backfilled with prepared soil, ensuring vertical
alignment and stability.
Trees shall be staked and tied properly to support growth.
Adequate watering, mulching, and maintenance shall be provided for a minimum of 3 months or
until the plant is well-established.
Work includes transportation of plants, soil, manure, pesticides, staking materials, labour, lead,
lift, and all incidental works required for successful planting.
3. Mode of Measurement
Measurement shall be made per tree (Nos.) successfully planted and accepted by the Engineer-
in-Charge / PMC.
The rate shall be inclusive of digging pits, supplying and planting trees, soil and manure mixing,
staking, watering, maintenance for 3 months, pesticides, and all incidental works.
Item No. 45 to 50: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 dunk and pesticide.planting the
following plant of 8' to 10' height stack it well, maintain it for 3 months as below etc. completed as
directed by E.I.C/PMC.Ashoka Tree (8'), Gulmhor Tree (8’), Kadam Tree (8’), Neem Tree (8’),
Saptapani Tree (8’), Golden Bamboo Palm (8’).
Tree / Palm plants of approved healthy stock, 8’–10’ height:
o Ashoka Tree – 8’
o Gulmohar Tree – 8’
o Kadam Tree – 8’
o Neem Tree – 8’
o Saptapani Tree – 8’
o Golden Bamboo Palm – 8’
Good quality topsoil / earth: Free from stones, debris, and deleterious material.
Organic manure: Well-decomposed cow dung.
Pesticides / insecticides: Approved type for plant health and pest control.
Stakes / supports: Suitable size for securing and supporting trees during establishment.
All materials shall be approved by the Engineer-in-Charge / PMC and conform to
horticultural/agronomic standards.
Digging of pits of size 0.6 m × 0.6 m × 0.6 m at the designated locations.
Pit shall be filled with good soil mixed with cow dung and pesticides for soil enrichment.
Plants shall be carefully placed in pits, backfilled with prepared soil, and stacked / staked
properly to maintain vertical alignment and stability.
Adequate watering, mulching, and maintenance shall be provided for 3 months or until the plant
is well-established.
Work shall include transportation of plants, soil, manure, pesticides, staking materials, labour,
lead, lift, and all incidental works required for successful planting.
3. Mode of Measurement
Measurement shall be made per plant (Nos.) successfully planted and accepted by the Engineer-
in-Charge / PMC.
The rate shall be inclusive of digging pits, supplying and planting trees, soil and manure mixing,
staking, watering, maintenance for 3 months, pesticides, and all incidental works.
Item No.51 to 58:Providing & Planting of Ornamental shrub’s Digging of pits 0.6mt. x 0.6mt x
0.6mt, filling with good earth with mixing of cow dunk and pesticide.planting the following plant
of 4' to 6' height stack it well, maintain it for 3months as below etc. completed as directed by
E.I.C/PMC.Rafic Plant (4'), Red Ixora Plant (4'), White Ixora (4'), Karan Plant (4'), Canna Plant
(4'), Panama Rose Plant (4'), Lily Plant (4'), Song of India Plant (4').
Ornamental shrubs of approved healthy stock, 4’–6’ height, including:
o Rafic Plant – 4’
o Red Ixora Plant – 4’
o White Ixora Plant – 4’
o Karan Plant – 4’
o Canna Plant – 4’
o Panama Rose Plant – 4’
o Lily Plant – 4’
o Song of India Plant – 4’
Good quality topsoil / earth: Free from stones, debris, and deleterious material.
Organic manure: Well-decomposed cow dung.
Pesticides / insecticides: Approved type for pest and disease control.
Stakes / supports: Suitable for supporting shrubs if required.
All materials shall be approved by the Engineer-in-Charge / PMC and conform to horticultural
Digging of pits of size 0.6 m × 0.6 m × 0.6 m at designated locations.
Pit shall be filled with good soil mixed with cow dung and pesticides.
Shrubs shall be carefully planted and stacked / supported to ensure vertical alignment and
Adequate watering, mulching, and maintenance shall be provided for a minimum of 3 months or
until shrubs are well-established.
Work includes transportation of plants, soil, manure, pesticides, staking, labour, lead, lift, and
all incidental works required for complete planting.
3. Mode of Measurement
Measurement shall be made per plant (Nos.) successfully planted and accepted by the Engineer-
in-Charge / PMC.
The rate shall be inclusive of digging pits, supplying and planting shrubs, soil and manure
mixing, staking, watering, maintenance for 3 months, pesticides, and all incidental works.
Item No.59:Providing and supplying fine river silt (Kamp) as directed by EIC.
Fine river silt (Kamp) of approved quality, free from stones, debris, clay lumps, weeds, organic
matter, and other deleterious substances.
Material shall be moist, friable, and suitable for plantation, leveling, or soil conditioning as
directed by the Engineer-in-Charge.
All material shall be procured from approved sources and approved by the Engineer-in-Charge
Kamp shall be transported and deposited at site in such a way that it does not get contaminated.
The material shall be evenly spread / applied as directed by the Engineer-in-Charge.
Work includes handling, loading, transportation, spreading, compaction (if required), and
disposal of surplus material.
All operations shall be carried out in a safe and environmentally responsible manner.
3. Mode of Measurement
Measurement shall be made in cubic metres (m³) of fine river silt actually supplied and placed at
site as per the Engineer-in-Charge’s instructions.
The rate shall be inclusive of supply, transportation, spreading, handling, and all incidental
works required for complete execution.
Important Note:-
All the works Should be done as per specifications specified in Table. Item shall be executed AS
PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN CHARGE.
All the Specifications should be considered as R & B S.O.R & All Electrical Item works should be
done as specified in table. The works should be done as per Instruction of Engineer In Charge. All
the Specifications related to electrical works should be considered as Per R & B Electrical S.O.R.
The Make and Work Metholody of All of the above items specified in above tender Will be the Final
Decision of Engineer In Charge Or Additonal City Engineer.
As well as Considered Item Specifications as Per Item Given, not by serial number, the specifications of
items which are not mentioned in BOQ Item, Specifications should be considered as per AMC Sor Current
Approved Rates for Civil and Electrical Works, as per Available on Site of Ahmedabadcity.gov.in All the
Specifications should be Considered as per Schedules Rates of R & B Division of both civil and Electrical
Works. Hence it an ARC Tender All the Quantity Would Vary as per Instruction of Engineer in Charge. No
Rate would be given Extra for Increase or Decrease in the Quantity of The BOQ Scheduled Items.
I HAVE ALSO GONE THROUGH TECHNICAL SPECIFICATIONS FOR THE ITEMS (AS PER STANDARD
P.W.D. TECHNICAL SPECIFICATION FOR THE ITEMS AND ALSO I HAVE THE BOOK OF THE SAME)
AND AGREE TO ABIDE BY THEM.
IN CASE OF WHERE IS NO TECHNICAL SPECIFICATION FOR THE ANY ITEMS AVAILABLE,
SPECIFICATION GIVEN BY THE ENGINEER-IN-CHARGE SHALL BE FOLLOWED AND FOR THE SAME
I AGREE TO ABIDE BY THEM.
CONTRACTOR'SSIGNATURE ADD.CITY ENGINEER
& STAMP (West Zone)
GENERAL MATERIAL SPECIFICATIONS FOR BRAND NAME STOBE USED
FOR THE EXECUTION WORKS
Approvedmakes ofmaterials arelisted below.The contractorshouldget thesample of
materialinrespect of quality andsourceofsupply or manufacturerapproved by
Consultant / AMC inall cases. All suchapprovedsamples should bekept atsiteinthe
custody ofEIC-CMC/PMC/AMC. Thetests forthemakeinexternal laboratory in
presenceofCMC/PMC/AMC to be carried out by Contractorat his owncost as per
relevant latest codes. Every items purchasebills shall beproducedto CMC/PMC/AMC
as andwhenaskedfor. The certificates/documents related forGREENBUILDING
Product/Production shall beproduced by Contractorfrommanufactureras andwhen
Sr. Item Brands
1 Concrete Work
OrdinaryPortland Cement Ambuja, Ultratech, J. K. Laxmi, Sanghi
PozzolanicPortland Cement Ambuja, Ultratech
WhiteCement Birla, J.K.
b TMT Reinforcement Bar Fe – 500D TATA, SAIL, VEZAG, Jindal,
Electrothom (E.T.), National,MONO.
c Sand As per Mixdesign forconcrete work or
For Masonaryand plaster work zone–III
a Birck Masonary Having crushingstrengthnot less than35
Kg/ Sqcm ofLocalyAvailable
b AeratedLight Weight Eco Green, Ultratech,Build Tech
ConcreteBlockMasonary(AAC Siporexas perISIor GRIHA approved
BlockMasonary) and the product should beproducedas
perIS2185 Part-III(1984) for Grade-I.
3 Structural Steel Work
a Structural Rolled Steel sections-beams, Tata, SAIL, RINL, Jindal, Essar
channels, tee,flats, angles, bars(round,
square, hexagonal)
b Structural Hollow steel sections (Square& Tata, SAIL, Jindal, Asian, Essar, Appolo
c Structural tubularsections Tata, SAIL, Jindal, Asian, Essar, Appolo
4 ShutteringPlywood Kitply, Anchor, Green, Pragti, Mayur
5 Wood Work (Door, Window &Interior)
a Teak Wood Ghana, Nagpur,BermaTeak (IndianTeak)
b Sal Wood Indian orImported(FirstClass)
c Flush Door (decorative/ non decorative) Greenlam, Duro, Century, Swastik, Kit
Ply,Anchor,Uniply, Archid ply, Bhutan
Board,Hindustan Board
Plywood/BlockBoard/ Soft Board Anchor, Duro, Merino, Century,Kitply,
Waterproof/Marinegradeplywoodas per–IS– Anchor, Duro, Merino, Century,Kitply,
710 (BWP) Green Ply
Commercial Plywood–IS – 303 (BWR) Anchor, Duro, Merino, Century,Kitply,
e Decorativeply(Veneer) Green,Durian, Century,Archid,
GreenPly,Greenlam
f Natural Veneer Timex, Durian, CenturyPly,Green Ply,
g MDF Nuwood, Duratuff(exterior gradeonly)
h Prelam particle board Novapan, Anchor, Merino, Bhutan,
Greenlam(exteriorgradeonly)
i Laminatesheet Formica,Greenlam, Century, Durin,Alfa-
ica, Decolam, Sundeck, Bloom, Merino,
j Wooden Adhesives Fevicol,Blue Coat, Araldite
6 Aluminum Work (Door, Window &Interior) Jindal, Hindalco, Banco,National,
7 Compact sheet Alfiaca, Sundek,Vir, Bloom, Formica,
8 Cement bonded particleboard Shera, NCL(Bison board),
Everest(Eternite).
9 Calcium silicateboard / GypsumBoard. SaintGobain (India Gypsum), Hilux,
Lafartz, Aerolite.
10 DeadLocks/ Mortise locks/Narrow stile dead Kich, Dorma, Dorset, Yale, Godraj,
locks/ Tubularlocks Enerite, Sigma,Opel, Doorset, Europa
a Float Glass /Wired Glass, Mirror Modi Guard, Saint Gobain, Float
GlassIndiaLtd.,HNG, AISI
b ReflectiveGlass SaintGobain, PPG, Asahi, Emirates,
Pilkington, AISI
c Glass Processor for HS/HT, Bulletproof, Impact Safety, Glasstech,GSC,Asahi,
DGU, Toughness, lamination etc. FG Glass, Goldplus, Emirates
a CeramicTiles Asian, Euro, BellCeramic,
Johnson,Somani, RAK Ceramic, Nitco,
Kajaria, Restiles, Varmora.
b Glazed Tiles Asian, Euro, BellCeramic, Johnson,
Somani, RAK Ceramic, Nitco, Kajaria,
Restiles, Varmora.
c Vitrified Tiles Asian, Euro, BellCeramic, Johnson,
Somani, RAK Ceramic, Nitco, Kajaria,
Restiles, Varmora.
d Glass Mosaic Bisazza, Palladio,Italica
e Precast Terrazo Tiles &Skirting(Mosaic) Royal (Rajkot), Alcock, Vyara,Nitco
f Paver Block -Machine Pressed Vyara, Super, Nishu &Alcock
g Tile Adhesives & Groutingmaterial BAL,Laticrete,Kerakoll, Ultratech
h Non -MetallicFloorHardener Ironite, BASF, Sika
13 MSRollingShutter Sona, Sagar, Suryoday,Gandhi
14 Automatic RollingShutter Gandhi, Avian
15 Paint, Primer &PuttyWork Johnson &Nicholson, Asian, Berger,
ICI,Birla(putty), JK (Putty) Nerolac,
16 Liquor/ Melamine/ PU Polish MRF, Asian,ICI, Taraiac
17 TextureExternal Plaster Spectrum, Coral, TerrePalette
18 ACP(AluminiumCompositePanel) (FR Alu Décor,Alucobond,Alpolic,
Gradefortwo hrs. Resistance)(HPL) Reynobond
19 Construction Chemicals (Plasticisers, BASF,Fosroc, SikaIndia Pvt.Ltd.,
Bondingagents, SBRLatex, Micro CICO TechLtd., MCBauchemie,
Concrete) Sunanda chemicals, Pidilite, Kerakoll
20 WaterProofingChemicals
a Chemical Waterproofing &Integral Chryso, CICO,Fosroc, Kryton, Sika, Dr.
WaterProofingCompound FIXIT, Plastocreteplus ,FAirmate,
PidiliteIndLtd,Kerakoll
b Crystallinewater Proofing Penetron orKryton
21 Silicon Sealant/ Silicon Paint Wacker, Dowcorning, GE, Soudal,
Bostik, Chryso, Hilti
22 Polysulphide Sealant Pidilite, Chawksey, Hilti
23 PU Sealant/ FireRated PU Sikka (Exterior Grade -UVResistant)
24 PolypropyleneFibers/ Glass Fibers NinaConcrete, Reliance,Kasturi
25 PVC WaterStop ArtiCables Baroda,Fixopan, Maruti
26 DoorWindow Hardware Kich, Dorma, EPPW,Palladium,
Magnum, Godrej, Enox, Sleek, Hettich
27 Floor Spring Dorma, Mab, Hafle, Doorset, Everite,
28 HydraulicDoorCloser Dorma, Yale,Hafle, Hardwyn, Trium,
29 Pre-coated Steel Roofing/ WallingSheets Tata Bluescope,Interarch, ShreebPrefab,
FireDoor Shaktimat, AGEW, Radiant, Kutty,
31 PVC Door Rajshri, Sintex, KAKA
32 Anti-Termite Chemical IMIDACLOPRID 30.5%or
CHLORPYRIPHOS20%EC
33 Corten Steel Plate Uttam
34 AnchorFasteners Hilti, Fischer, Mungo, Corroshield,
35 Rust Converter feovert(Krishna Conchem),
RoffRustClear(PidiliteIndustries)
36 Non -Shrink General PurposeGrout Fosroc,BASF, Sikka
37 AnchoringChemical forRebar/ Dowellbar Hilti, Fischer,ITW
38 SSClamps forCladding Hilti, Axel
39 Cubical Toilet Merino, Greelam, Stylam, CubicalIndia
40 ExpansionJoint Kantaflex, 3R, ZtechIndia, Sanfield
41 WaterProofingPVC Membrane BASF,Fosroc, Sikka
42 Sliding/ FoldingPartition System(Acoustic) Dorma, Ozone, Hafele,Lotus
43 WeldingRods ESAB, Advani, OrikonWeld Alloy,D&H,
44 AluminiumFinish
a Interiorworks purepolyesterforSuperDurable Akzonobel, Jotun, FullerAG,
Powder CoatedFinisk SapaAluminium
b ForFaçadeExterior for PVDFFinish Jotun, Valspar, PPG, Akzonobel
c Non-Visible Surface Chromatizing
45 AluminiumWindowLocks, Handle, Alualpha, Securestyle, Giessee,
FrictionStays, Corner Cleat, ButtHinges Roto,Geze, Savio, Frikstay,Lavaal,
Comunello, Costwold
46 EPDM orSiliconeGasket of infillpanel AmeeRubber, Gold Seal, Osaka
forAluminium Rubber, MaharashtraPolymer,
MaharashtraTyre&RubberIndustries.
47 SpandrelInsulation Glass Wool, Rockwool ofUP, Twinga
48 Wool Felt/ WeatherStrip Anand, ReddiplexLtd.
49 Baker Rod, Expansion Joint Pre- Supreme
mouldedFillerBoard
50 Aluminium OperableLouvers Technal, Domal, Sai Aluminium Work,
Metallium, OCULUS
51 Spacer Tape Norton, Tremco,Bow
52 Anodising BhorukaAlum, Alufit Alum, Alufin,Sapa
53 Metal Grid Ceiling SaintGobin, ESG, Armstrong,Metallium,
54 Multi PointLock for Window Alualpha, Geze,Laval
55 NitrileRubber Armacell
LIST OFMAKES FORSANATARYANDPLUMBING WORK
1 PumpingSystem Lubi / Wilo
2 Sump Pumps Lubi / Wilo
3 Level Controller Gems/Minilec/AdvanceAutomission
4 G.I. And M.S. Pipes B.S.T./Jindal (Hissar)/SuryaTube
5 G.I. Fittings Unik/ RBrand/Zolotto
6 BallValves(Gun Metal) Audco/ Zoloto/Rb
7 Gate Valve Audco/ Zoloto/Rb
8 Stainer Zoloto/ Rb / Vb
9 Float Valve Prayag/ Rb /Bee
10 ButterflyValves Audco/ Zoloto/Rb
11 Water Flow Meters Leader/KayCee/ Aquarious
12 GlobeValves Audco/ Zoloto/Rb
13 Non Return Valves Audco/ Zoloto/Rb
14 Air ReleaseValve Audco/ Zoloto/Rb
15 PRV Rb/ Zoloto/Honeywell
16 Sanitaryware Jaquar/Parryware/Cera
17 Seat Cover Jaquar/Parryware/Cera
18 C.P. Fittings Jaquar/Parryware/Cera
19 Kitchen Sink Jaquar/Parryware/Cera
20 Stainless Steel Fixtures Jaquar/Parryware/Cera
21 Sand CastIron Pipes/Fittings&ManholeCovers Neco/ Kapilance
22 CentrifugallyCast Soil Pipes AndFittings(Is: Neco/ Kapilance
23 DuctileIron Manhole Cover Neco / Kapilance
24 StonewarePipes/Traps VijapurMade/ Perfect/Burn
25 Pvc/ Cpvc/UpvcPipes/Fittings Astral/Ashirvad/ Supreme/Prince/Finolex
26 Insulation Material Mag Hard / Omkar Puf/ Shri Shakti
27 Motor Kirloskar/Crompton/Abb/Siemens
28 Cables (Power&Control) Universal/Havells/ Finolex/ Polycab
29 PressureGauges H Guru/Fiebig/Fgb
30 MeachanicalSeal Eagle Burgman/ Aesseal/Avon
31 Anti Vibration Mountings Dunlop/Resistoflex/Kanwal/Arrowflex
32 U.V.Unit Alphas/Moniba/ Viqua
33 Moulded CaseCircuitBreaker Legrand/Group Schneider/Abb /L&T
34 Switch Fuse&FuseSwitch Units Legrand/Group Schneider/Abb /L&T
35 Contactors And Starters Legrand/Group Schneider/Abb /L&T
36 IcMain Switches Group Schneider/ Abb /L &T /Siemens
37 Mv Board/Mcc Advance/Tricolite/Delight PowerControl
38 ChangeOver Switches HhElcon/ Hpl /Legrand/Havells
39 Timers L &T/Legrand
/Siemens/Abb/GroupSchneider
40 Push Buttons L &T /Siemens/ Bch/Abb /Legrand
41 IndicatingLamps Bch/L &T /Siemens /Legrand
42 Fuses AndFuseBases L &T /Siemens/Ge
43 Kwh Meters Conzerv/Elmeasure/Hpl/Ae
44 Selector Switches AndRotarySwitches Kaycee/L& T/ Hpl
45 IndicatingInstruments Ae/Rishabh/L&T/Hpl
46 Terminals Elmex/3m/Raychem
47 Cable Glands Dowells/Hmi/3m
48 Erw M.S. Conduits (IsiMark) Bec/Steel Kraft
49 OverLoad Relays &Single Siemens /Abb/Schneider/L&T
50 PressureSwitch Danfoss/Indfos/ Orion
51 Roof Drain Acutech / Syscrift/Zurn
52 Floor Drain Acutech / Syscrift/Blutcher
53 Scupper Drain Acutech / Syscrift/Blutcher
54 Air AdmittanceValve Studor / Geberit/ Ashirvad
55 Floor Drain Cover&Grating Acutech / Syscrift/Thermodrain
56 Plastic WaterTanks Sintex / Polycon/ Kaka
57 Paints Asian Paints / Shalimar/Nerolax
58 WaterCooler Voltas/ Watech
59 Ro System Cleantech / Eureka Forbes / W18
60 RccGrating K.K./ Alcock/
61 Non-Contact WaterLevel Sensor Vega/ Base/ Ewas
TECHNICAL SPECIFICATION
OF ELECTRICAL WORKS
ELECTRICAL MATERIAL SPECIFICATION
1 Medium Voltage Cables
This section shall cover supply of medium voltage cables.
The following standards and rules shall be applicable:
IS: 7098 XLPE insulated electric cables (heavy duty).
IS: 1753 Aluminium conductors for insulated cables.
IS: 3961 Recommended current ratings for cables.
IS: 8130 Aluminium conductors for insulated cables
Indian Electricity Act and Rules.
1.3 Measurements
The cables will be measured in meters. The unit rate shall include cutting the cable into required lengths,
packing, loading, unloading, insurance, transportation, delivery to stores/site as per work order, stocking in
stores, testing of cables at stores etc. of medium voltage cable.
The medium voltage cables shall be supplied, laid, connected, tested and commissioned in accordance with
the drawings, specifications, relevant Indian Standards specifications, manufacturer’s instructions. The cables
shall be delivered at site in original drums with manufacturer’s name, size, and type, clearly written on the drums.
The MV cables shall be cross linked polyethylene (XLPE) insulated PVC sheathed of 1100 volts grade
aluminium or copper conductor, armoured and unarmoured heavy duty, conforming to IS : 7098 Part I IS :
Part I. as asked for in the schedule of quantities.
1.5.1 All XLPE Aluminium/Copper Power cables shall be 1100 Volts grade, multi core constructed as per IS :
7098 Part-I of 1988 as follows :
a. Stranded Aluminium /Copper conductor of high conductivity up to 4 mm.² size, the conductor shall
be solid multi strand above 4 mm.², conductors shall be concentrically stranded as per IEC:
b. Cores laid up
c. The inner sheath should be bonded over with thermo-plastic material for protection against mechanical
and electrical damage.
d. Armoring should be provided over the inner sheath to guard against mechanical damage. Armouring
should be Galvanized steel wires or galvanized steel strips. (In single core cables used in A.C.
system armouring should be non-magnetic hard aluminium Wires/Strips. Round steel wires should
be used where diameter over the inner sheath does not exceed 13 mm; above 13 mm flat steel armour
should be used. Round wire of different sizes should be provided against specific request.)
e. The outer sheath should be specially formulated heat resistant black PVC compound conforming to the
requirement of type ST2 of IS: 5831-1984 extruded to form the outer sheath.
1.5.2 Conductor shallbe ofelectrolytic Aluminium/Copper conforming toIS : 8130 and are compact circular or
compact shaped.
1.5.3 Insulation shallbe of XLPE type asper latestIS general purpose insulation for maximum rated conductor
temperature 70 degree centigrade.
1.5.4 In Inner sheath laid up cores shall be bonded over with thermoplastic material for protection against
mechanical and electrical damage.
1.5.5 Insulation, inner sheath and outer sheath shall be applied by extrusion and lapping up process only.
1.5.6 Armouring shall be of galvanized steel wire/ strip.
Galvanized steel flat strip / round wires applied helically in single layers complete with covering the assembly
For cable size up to 25 Sq. mm: Armour of 1.4 mm dia. G.I. round wire
For cable size above 25 Sq. mm: Armour of 4 mm wide 0.8 mm thick G.I. strip
1.5.7 Repaired cables shall not be used.
1.5.8 Current ratings of the cables shall be as per IS:
1.5.9 The XLPEinsulated cablesshall conformto latestrevision IS read along with this specifications. The
Conductor shall be stranded Aluminium/Copper circular/ sector shaped and compacted. In multi core cables
the core shall be identified by red, yellow, blue and black colouring of insulation as following.
Core identification:
Two cores : Red and Black
Three cores : Red, Yellow and Blue
Four core : Red, Yellow, Blue and Black
Single core : Green, Yellow for earthing
Black shall always be used for neutral.
1.5.10 The XLPE insulated 1100 Volts grade power cables shall conform to latest IS and shall be suitable for a
steady conductortemperature of70 degree centigrade. The conductor shall be stranded Aluminium/Copper as
called for in the Schedule of quantities. The outer sheath shall be as per the requirement of type ST-2 of IS:
1.5.11 The cables shall be suitable for laying in racks, ducts, trenches, conduits and underground buried installation
with uncontrolled back fill and chances of flooding by water.
1.5.12 Progressive automatic in line sequential marking of the length of cables in meters at every one meter shall
be provided on the outer sheath of all cables.
1.5.13 Cables shall be supplied in non returnable wooden drums as per IS:
Both ends of the cables shall be properly sealed with PVC/Rubber caps so as to eliminate ingress of water
during transportation, storage and erection.
1.5.14 The product should be coded as per IS: - 7098 Part-I as follows:-
Aluminium Conductor A
XLPE Insulation 2X
Steel round wire armour W
Steel strip armour F
Steel Double round wire armour WW
Steel Double strip armour FF
Non-magnetic (Al.) round wire armour Wa
Non-magnetic (Al.) strip armour Fa
PVC outer sheath Y
All cables shall be adequately protected against any risk of mechanical damage to which they may be liable
in normal conditions of handling during transportation, loading, unloading etc.
The cable shall be supplied in single length i.e. without any intermediate joint or cut unless specifically
approved by the client.
The cable ends shall be suitably sealed against entry of moisture, dust, water etc. with cable compound as per
standard practice.
2.1 Finished Cable Tests At Manufacturer’s Works
The finished cables shall be tested at manufacturer’s works. Following routine tests for each and every length
of cable and copy of test results shall be furnished for each length of cable along with supply. If specified, the cables
shall be tested in presence of clients' representative / PMC / Consultant
a. Voltage test
Each core of cable shall be tested at room temperature at 3 KV A.C. R.M.S. for duration of
b. Conductor resistance test
The D.C. Resistance of each conductor shall be measured at room temperature and the results
shall be corrected to 20° c. to check the compliance with the values specified in IS 8130 -
Prior to dispatching cables and at the time of delivering the cables at stores, following tests shall
be carried out:-
Insulation Resistance test between phases and phase to Neutral and phase to earth
Continuity test of all the phases, neutral and earth continuity conductor
Sheathing continuity test
Earth resistance test of all the phases and neutral
All tests shall be carried out in accordance with relevant Indian Standard Code of practice and
Indian Electricity Rules. The Vendor shall provide necessary instruments, equipments and labour
for conducting the above test and shall bear all expenses in connection with such tests. All tests
shall be carried out in the presence of the client / PMC / Consultant and results shall be recorded in the
prescribed forms.
2.2 Cable Marking Embossing On Outer Sheath
The outer sheath shall be legibly embossed with following legend:
ELECTRIC CABLE: 1100 V, SIZE: 3.5 C x ----- mm ².
Manufacturer’s Name & year of manufacturing.
2.3 Sealing, Drumming & Packing
After tests at the manufacturer’s works, both ends of the cable shall be sealed to prevent the ingress of
moisture during transportation and storage.
Cable shall supply in length of 500 ± 10% meters on packed non-returnable drums of sufficiently sturdy
Cables of length more than 250 meters shall also be supplied on non-returnable drums.
The spindle hole shall be 110 mm minimum diameter.
Each drum shall bear on the outside flange, legibly and indelibly in the English literature, a distinguishing
number, the manufacturer’s name and particulars of the cable i.e. voltage grade, length, conductor size, cable
type, insulation type and gross weight shall also be clearly visible. The direction for rolling shall be indicated by
an arrow. The drum flange shall also be marked with manufacturer’s name and year of manufacturing etc.
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