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)

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