CONSTRUCTION OF FLYOVER BRIDGE AT APC CIRCLE (RAAJMARG ROAD) IN KARAMSAD-ANAND MUNICIPAL CORPORATION AREA OF ANAND CITY.

Memorandum showing item of works to be carried out.

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

SECTION - 1 : PRELIMINARY WORKS

1 Clearing and grubbing site/road/land [including uprooting all vegetation, grass, bush Hectare 2.00 28455.09

shrubs, saplings and trees with girth, removal of stumps of trees of girth of all sizes

including removing stumps of trees cut earlier and disposal of unserviceable materials

and stacking of serviceable materials as directed by Engineer with all leads and lifts

etc. complete as per specification. before commencement and after completion of the

By mechanical means

2 Detailed survey of site using Total station, and Marking out the centre line of bridge LS 1.00 22624.00

along longitudinal and transverse axis, and taking Various utilities and all other

details of all component , structures, boundary and complete line out and levelling

with precise levels using total station /theodolite including constructing necessary CC

pillars for lines and levels and establishing necessary bench marks including making

AUTOCAD drawings showing all levels, details of utilities, boundary etc all and

providing soft copies in AUTOCAD etc. complete as directed.

3 Providing and installation of barricades including supplying, painting with fluorescent Sq. mt. 2080.00 272.70

paint and fixing CGI sheets 24 SWG of 1.8 m height and M.S. Posts angle 40 x

x6 mm at 2.0 m c/c and dismantling the same after completion of work as directed by

Engineer and as per site requirements.

4 Dismantling of structures and sorting of the dismantled material, disposal of

unserviceable material and stacking serviceable materials as directed by Engineer

with all leads and lifts etc. complete as per specification and as per site requirements.

a) Dismantling bricks / Stone masonry, PCC Kerb Median Cum. 103 409.22

b) Dismantling of Concrete Structures Cum. 100 930.35

c) Scarifying existing Approaches flexible pavement. (Scarifying gravelled macadam Sqm. 7380 41.60

or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials

on road side and disposing off remaining stuff.)

d) Dismantling steel work including distempering and stacking the materials with all Kg 50 3.85

lead and lift and Steel Material is Property of R&B /Client as directed by Engineer

e) Dismantling barbed wire in fencing including making rolls and also including Rmt. 100 68.14

dismentling fencing posts including all earth work concrete in base and making good

the disturbed ground stacking useful materials as directed and disposing as directed

and disposing of the unserviceable materials with all lead and lift.

5 Carryout soil investigation work including drilling 150 mm dia bore holes in all sorts Rmt. 520 2801.57

of soil, ordinary rock and hard rock, upto maximum depth as mentioned, collection

undisturbed samples and conduction standard penetration tests alternate at an interval

of 1.5 to 2.0 m depth, conducting necessary laboratory tests for all type of

classification and determination of soil parameters like density, shear and

consolidation parameters if required, including submission of report in three copies

covering investigation data and recommendation for SBC & and pile capacity

considering the design criteria, all as per specification.

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

SECTION - 2 : FOUNDATION & SUBSTRUCTURE

6 Excavation for foundation in sand, gravel, clay soft soils and murrum (Soft and Hard )

etc. Including shoring, strutting dewatering including pumping as necessary,

backfilling the trenches with suitable excavated material in layers of 15 to 20 cms and

disposing of the surplus excavated stuff with all leads and lift , preparation of bed for

concreting of foundations etc. complete as directed by Engineer and as per

a) Depth upto 3.0m. Cum. 9722.00 511.11

b) Depth from 3.0m.to 6.0m. Cum. 363.00 599.64

7 Providing and laying in situ M-15 grade bedding concrete in foundation / below pile Cum. 519.00 3737.47

cap including dewatering, shuttering, mixing in mechanised batch mix plant,

compacting, curing etc. complete true to level and position as directed by Engineer

and as per specification.

8 Empty boring through all sorts of strata for providing 1.0 m & 1.2 m dia RCC bored

piles to required depth including flushing necessary casting pipe with all plants and

equipments as required as per detailed specifications for Abutment and Piers

(Excluding Concrete & Reinforcement)

1.5 m Dia. Pile Rmt 252.00 4441.98

1.2 m Dia. Pile Rmt 1596.00 2842.83

1.0 m Dia. Pile Rmt 1320.00 1974.55

9 Providing and casting in situ controlled cement concrete M-35 for RCC bored pile Cum. 3288.00 4962.13

0.75/1.0/1.2/1.5m. dia. using Tremie Pipe including necessary flushing, dewatering,

formwork, mixing in mechanised batch mix plant, transporting, compacting,

vibrating,curing and finishing including all leads & lifts complete as per detailed

specifications. (Excluding Reinforcement)

10 Chipping and dressing of the RCC piles upto cut-off level (Min. 1 D) including

cleaning of reinforcement and removal of dismantled materials, etc. for providing pile

caps as directed by Engineer and as per specification.

a) For 1500, 1200 mm & 1000 mm Dia. Piles Cum 168.00 930.35

11 Carrying out load test on any pile as per standard procedure laid down in the IS:2911

specification including construction of test cap, dismantling the cap after test and

cleaning the site and maintaining complete records of load settlement as directed by

Engineer and as per specification, and submission of records.

a) Initial Pile Load Test on piles for 2.5 times the design load specified in drawings in MT 3225.00 187.38

non working areas in the vicinity of the bridge site, including cost of test pile. [Load

testing of foundation including kentledge or any other suitable method as directed.]

for 1.5 dia, 1.2 dia, 1.0 dia

b) Routine Pile Load Test on working piles for 1.5 times the design load specified in MT 3225 187.38

drawings for 1.5 , 1.2 and 1.0 dia piles

C) Performing Integrity Test (low strain) on vertical pile. Conducting Pile low strain Nos 142.00 1212.00

integrity test as per ASTM D 5882- 96 code of American Society for Testing on cast -

in situ RCC pile of 1200 mm diameter inclusive of analysis with all contractor's

equipment, manpower, site preparation, lead and lifts etc. complete as per standard

procedure, and as directed by the Engineer in charge.

Note:- Rate is inclusive All equipment, All labour and consumable required &

Mobilization of equipment.

12 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles including MT 73.00 47323.73

applying protective coating as per drawing and specification and as directed by

13 Providing and laying in-situ RCC M-35 grade Controlled Cement Concrete in Cum. 1668.00 5160.09

foundations of piers, abutments, return wall, pile caps etc. including centering,

shuttering, mixing in mechanised batch mix plant, compaction, curing and dewatering

if necessary, excluding reinforcement as per specification and as directed by

14 Providing and laying M-35 grade Controlled cement concrete for cast-in-situ piers, Cum. 596.00 5504.50

abutments, return wall, staircase, etc. at any height or depth as per approved design

and drawings, with necessary centering, shuttering, mixing in mechanised batch mix

plant, scaffolding, transporting, placing, compacting by mechanical vibrators,

finishing, curing and casting, finishing with decorative panel as per drawing etc.

complete excluding reinforcement as directed by Engineer and as per specification.

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

15 Providing and laying in situ controlled M-35 grade cement concrete for RCC caps Cum 724 5584.29

over piers and abutments , staircase ,including necessary scaffolding formwork,

centering, mixing in mechanised batch mix plant, transporting, placing, compacting by

mechanical vibrators, finishing and curing and casting, finishing with decorative

panel as per drawing etc. complete excluding reinforcement, as directed by Engineer

and as per specification.

16 Providing and laying in situ controlled M-40 grade cement concrete for RCC Cum 140.00 5558.03

pedestals over piers and abutments ,staircase ,including necessary scaffolding

formwork, centering, mixing in mechanised batch mix plant, transporting, placing,

compacting by mechanical vibrators, finishing and curing and casting, finishing with

decorative panel as per drawing etc. complete excluding reinforcement, as directed by

Engineer and as per specification.

17 Providing and placing in position High Yield Strength Deformed (HYSD) bars

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating conforming to

IS 1786 of all categories for foundation of pier, abutment & retaining wall including

cutting, bending, hooking and tying with 18 gauge mild steel binding wires,

supporting in position to ensure lines and levels during concreting, maintaining proper

cover / spacing etc. complete as per specification and detailed drawing.specification.

b) Pile Caps MT 217.00 87339.75

18 Providing and placing in position High Yield Strength Deformed (HYSD) bars MT 274.00 87541.75

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating conforming to

IS 1786 of all categories for piers, abutments, returns and retaining wall including

cutting, bending, hooking and tying with 18 gauge mild steel binding wires,

supporting in position to ensure lines and levels during concreting, maintaining proper

cover / spacing etc. complete as per specification and detailed drawing.

19 Providing and fixing in position fully moulded restrained elastomeric bearings as per Cucm 2378496.00 0.90

detailed drawaings.

20 Design, supply, fitting and fixing in position true to line and level POT-PTFE bearing

of 250 MT Capacity, consisting of a metal piston supported by a disc or un reinforced

elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface

sliding against stainless steel mating surface, complete assembly to be of cast steel

/fabricated structural steel, metal and elastomer elements complete as per IS:2062,

IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge

Code and as per approved drawing and Technical Specifications. The design of the

bearings shall be submitted by the manufacturers / contractor and got approved from

competent authority before fixing. Test report after inspection of the bearings shall be

submitted and got approved before the materials are lifted from the manufacturer

premises. the cost includes all required material, labour, machinery, equipments etc all

to execute the item.

POT-cum -PTFE Bearing (Free end) Each 4.00 49913.04

POT Bearing-Fixed Type Each 1.00 51082.17

POT-cum -PTFE Guided (L)Bearing Each 1.00 55574.09

POT-cum -PTFE Guided (T)Bearing Each 4.00 52189.77

21 Providing and Laying Tar Paper Bearing below Solid Slab as directed by Engineer in Sq. mt. 94.00 47.08

22 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar Sqm. 5382.00 595.90

epoxy paint of reqd. thickness as per specifications to all concrete surfaces in contact

with earth in foundation and substructure including all cost of material, labour,

transportation and preparing the surfaces by cleaning, washing, brushing ete.

complete as directed by Engineer and as per specification.(Paint shall be got approved

from Engineer).

23 Providing Earth fill / Sand & filling in approach portion of RE/Retaining Wall as per Cum. 2840.00 501.97

MORTH section 3100 and IRC:SP:102 latest Revision including laying as per

specification ,compaction in 250 mm thick loose layers and dressing (MORTH

specification Cl. by mechanical means using motor grader including 305.3.5),

watering upto required OMC including rolling with the use of vibratory roller when

fill is at suitable moisture content with desired field density all as per the approved

design ,drawing, specification and directed by the Engineer

24 Providing and laying 600 mm thick filter media behind abutment as per detailed Sqm. 394.00 1239.35

drawing & specifications etc complete.

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

SECTION - 3 : SUPER STRUCTURE

25 Providing and casting in situ or precast Prestressed Cement Concrete M-45 grade Cum. 2822 7739.18

with 20 mm down coarse aggregate at any height, as required for PSC Solid Slabs-

Voided slabs/ T-beam Deck Slab /Prestressed Concrete girder/Box Girder , including

scaffolding / centring, shuttering, mixing with batching plant, placing in position,

consolidating with mechanical vibrators, curing, deshuttering carefully, making good

the damages, fixing embedment, inserts, pockets, wherever necessary, transporting,

erecting in position, launching shifting, with F3 type exposed concrete finish and form

mark as directed by Engineer-in-charge, including all leads and lifts etc. complete.

26 Providing and casting in-situ Controlled Reinforced Cement Concrete of Grade M40 Cum. 1162.00 5344.92

for RCC Solid Slab which are to be cast on consolidated earth filling followed by

PCC , as below using 6 mm to 20 mm machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade cement with contractor's own concrete mix

design etc. complete as per specification. The rate is inclusive of all materials,

including necessary mixing in fully automatic batch mix plant, transport, curing,

vibrating, placing in position, staging, scaffolding, shuttering, formworks, deshuttering

carefully, making good the damages, fixing embedment, inserts, pockets, wherever

necessary, with all lead and lift with contractor's labour, tools & plants, machineries,

as required, with including cost of finishing equivalent to F3 type exposed concrete

27 Providing and placing in position High Yield Strength Deformed (HYSD) bars MT 552.00 87663.96

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating conforming to

IS 1786 of all categories for super structure including cutting, bending, hooking and

tying with 18 gauge mild steel binding wires, supporting in position to ensure lines

and levels during concreting, maintaining proper cover / spacing etc. complete as per

specification and detailed drawing.

28 Providing 12.7 - 15.2 mm nominal dia. high tensile prestressing steel conforming to MT 76.00 72402.66

low Relaxation prestressing steel strands as per IS:14268 Class II for Box Girder

/PSC Girder /Solid slab-Voided Slab type superstructure including cutting, cleaning

and removing oil, transporting, placing, providing and laying corrugated HDPE

sheathing of specified dia., anchorages, stagewise stressing, grouting, testing of

materials etc. complete including all lifts and leads as per specification and approved

design and drawings and as directed by Engineer.

29 Providing and applying one coat Epoxy Phenolic primer of DFT 50 micron and two Sqm. 16678.00 574.69

coats of Epoxy Phenolic coating of DFT 100 microns each or any other equivalent

epoxy coating system to all concrete surfaces exposed to atmosphere in Substructure,

superstructure etc. all including cost of material, labour, transportation, scaffolding

and preparing the surfaces by cleaning, washing, brushing, etc. complete and as

directed by Engineer and as per specification. (Paint shall be got approved from

Engineer and tested from approved laboratory).

30 Providing and carrying out load test on bridge deck with simulated loading including Tonne 200.00 169.92

provision, placing and removal of loading, supplying, fixing and removing deflection

measuring instruments etc. complete with platforms for fixing the instruments etc.

complete as per the details supplied and specification and as directed by Engineer and

including submission of required results in triplicate after satisfactory completion of

SECTION - 4 : MISCELLANEOUS ITEMS

31 Providing and laying 40 mm thick bituminous concrete (BC) with specified graded MT 516.00 8731.45

machine crushed stone aggregate including loading of aggregate with F.E. loader and

hot-mixing of bitumen at 5.4 % by total weight of aggregate in hot mix plant

transporting the mixed material in tipper to paver and laying with mechanical paver

finisher to the required level grades and rolling by power rollers to achieve the desired

density including cost of tack coat at 7.5Kg /10 Sqmt bitumen material as per MORT

& H specification.

32 Providing and Laying 25mm thick mastic asphalt wearing course with paving grade Sq.m 220.00 640.34

bitumen meeting the requirements given in table 500-29, prepared by using mastic

cooker and laid to required level and slope, with bitumen precoated fine grained hard

stone chipping and at an approximate spacing of 10 cmm center to center temperature

of surfaces is not less than 1000c, protruding 1mm to 4mm over mastic surface, all

complete as per clause

33 Providing and laying in position of uniform thickness, 3mm thick polymer water Sq.m 4884.00 270.54

proofing membrane over deck. This item is including all materials, labour, equipment,

transportation, cleaning deck surface , including all leads and lifts etc. completeas per

specifications and as directed by Engineer.

34 Providing and casting RCC Kerbs/ Staircase in M-35 controlled concrete with cast- Cum. 307.00 4895.47

in-situ or precast members as per detailed drawings including necessary scaffolding,

centering, formwork, mixing in mechanised batch mix plant, transporting, placing,

compacting, finishing, curing, etc. complete including providing and fixing of inserts if

any with all leads and lifts as per drawing & specification and as directed by

Engineer, excluding reinforcement.

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

35 Providing and casting RCC Crash Barrier /RCC Crashbarier with Friction slab / Cum. 608.00 4974.25

Central Verge /Medium in M-40 controlled concrete with cast-in-situ or precast

members as per detailed drawings including necessary scaffolding, centering,

formwork, mixing in mechanised batch mix plant, transporting, placing, compacting,

finishing, curing, etc. complete including providing and fixing of inserts if any with all

leads and lifts as per drawing & specification and as directed by Engineer, excluding

36 Steel work, welded in built up sections framed work including cutting, hoisting, fixing Quint. 198.00 9108.48

in position and applying a priming coat of read lead paint. (A)In beams and joists,

channels angles Tees, flats, with connecting plates or angle cleats as in main and

cross beams. Hip and jack rafters, purlins conneted to common rafters and the like

37 Providing and laying precast RCC Footpath Slab in controlled cement concrete of M- Sqm 75.00 1107.97

35 grade (minimum 70 mm thickness) including necessary reinforcement and

providing and setting cement chequered tiles in CM 1:5 as per drawing including

necessary formwork, curing and finishing complete.

38 Providing and casting insitu controlled cement concrete M-35 in RCC Approach Slab Cumt 33.00 5153.02

using 6 to 20 mm size coarse aggregates, to the required section at any height or

depth including necessary shuttering, scafolding, staging, etc. complete, placing in

position, vibrating, curing, deshuttering, fixing inserts, pockets wherever necessary

with all contractor's materials (except steel reinforcement), labour, tools and plants,

etc. as directed and as per drawings and specifications and special conditions of

39 Providing and placing in position High Yield Strength Deformed (HYSD) bars MT 168.00 87663.96

reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating conforming to

IS 1786 of all categories for super structure including cutting, bending, hooking and

tying with 18 gauge mild steel binding wires, supporting in position to ensure lines

and levels during concreting, maintaining proper cover / spacing etc. complete as per

specification and detailed drawing.

40 Providing and applying one Primer Coat and two coats of Synthetic Enamel Paint on Sqm. 4600.00 183.82

Anticrash Barrier and Median Verge surface area exposed to Atmosphere in

superstructure including making of strip of two colours including cost of material,

labour, transportation, scaffolding and preparing the surfaces by cleaning, washing,

brushing, sand / grit blasting etc. complete and as directed by Engineer and as per

41 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. No. 174.00 536.03

SD/303 including grating with suitable clean out fixtures including all leads and lifts

etc. complete as per specification, design & drawings and as directed by Engineer.

42 Providing and fixing UPVC pipe as Longitudinal Runner Pipe , Down take pipes,

conduits below footpath including cost of all materials, labour, fixing in true line and

level, including bends, fixtures, special, etc. complete with all lifts and leads etc. as

per specifications and as directed by engineer incharge.

43 Providing and fixing in position Modular Strip seal Expansion Joint (for movement Rmt. 388.00 2057.37

beyond 80 mm upto 140 mm) as per detailed drawing & MORTH specification.

The rate is inclusive of supplying, fixing with contractor's own materials, equipments,

machineries, labour, transport, testing, bolts, socket tubes, neoprene sheet/cap, centre

beam, edge beam, support bar, Chloroprene/neoprene rubber etc. complete. The rate

is for complete finished item and will be paid after fixing in all respect.

The Contractor shall procure Modular Strip Expansion Joint, confirming to relevant

MORTH specification from M/s.Sanfield (India) Ltd. / METCO or from reputed

manufactures who is in approved list of MORTH of Modular Expansion Joint with

prior approval of Engineer-in-charge.

44 Providing and fixing RCC / Masonary pylons including necessary HYSD Nos. 2.00 45450.00

reinforcement, formwork, finishing etc. complete as directed.

45 Providing & fixing in position 100 mm Dia. A.C. pipes as weep holes in Abutments Nos 858.00 48.11

and Return Walls completed in all respect as per specification and as directed by

46 Raising of Existing manhole. Item includes, cutting of existing road surround by Nos 40.00 6914.89

Manhole by dimond cutter machine, dismantling of road in confined area by breaker

machine and carting of dismantled material. Item also included necessary brick work

to raise the manhole at road level in CM 1:3. Item also included fixing of Manhole

frame at exact road level by using MasterEmaco S 488 trowelable fibre reinforced

thixotropic repair mortar material, Laying of concrete made from MasterEmaco S

flowable micro concrete material in desired thickness and laying of hot mix

bituminous material in upper layer and compaction of hot mix bituminous material by

Plate compactor machine. Rate also included necessary plaster at inside of manhole in

CM 1:3 in 20 mm thickness on raised brickwork.

SECTION - 5 : APPROACHES & AMENITIES

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

47 Box cutting the road surface to proper slope, and chamber for making a base for Cum. 9277.00 109.41

road work including removing the excavated stuff and depositing on the road side as

directed up to all lead & Lift.

48 Earth work in embankment using selected soil and hard murrum, approved by Cum. 4147.00 310.07

engineer in charge, with contractor's own earth by all lead, and lift, including

breaking clods dressing with all lead and lift including watering rolling and

consolidation of subgrade in layers of 300 mm or as directed by engineer in charge,

at OMC to required dry density including filling the depressions which occur during

the process using power roller 8T to 10T

49 Carting of excavated material such as murrum, earth, kapachi, gravel, brickbats,

kankar, debris, sand, dismantled material, including, Spreading , levelling loading,

unloading, stacking etc. complete at non objectional place as directed by engineer in

a) Lead up to 5 Km. Cum 2903.00 103.26

50 Construction of Granular Sub Base (GSB) / Granular Sub Base (GSB) cum Drainage

Layer by providing coarse graded material/crushed stone, spreading in uniform layers

with motor grader on prepared surface, mixing by mix in place method with rotavator

at OMC, and compacting with vibratory roller to achieve the desired density,

including all material, labour, machinery with all leads and lifts etc. complete as per

MORTH specification Cl

[a] For Grading - I Material Cu.m 1395.00 1436.22

[b] For Grading - VI Material Cu.m 680.00 1396.83

51 Providing & laying DENSE GRADED BITUMINOUS MACADAM 135mm Thick

with batch type Drum Mix Plant (DMP) using crushed aggregates of specified

grading, premix with bitumen grade VG-30 , bituminous binder @ 4.0 per cent by

weight of total mix and filler, transporting the hot mix to work site, laying with a

hydrostatic paver finisher with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the

desired compaction complete,including providing & laying tack coat 2.5kg /10sqm

all as per MORTH specification.

135mm Thick MT 674.00 6868.00

52 Prime coat (Providing and applying primer coat with bitumen emulsion -SS1 on

prepared surface of granular Base including clearing of road surface and spraying

primer at the rate of 0.75kg/sqm using mechanical means.)

53 Providing and applying tack coat with bitumen emulsion using emulsion pressure

distributor at the rate of 0.25 kg per sqm on the prepared bituminous cleaned with

mechanical broom.

54 Providing and laying Dry Lean Concrete sub base including providing coarse and fine Cum 1019.00 2167.66

aggregate to the specified gradation using minimum cement content 150 kg/cum of

concrete , mixing of concrete as per approved design mix using Continuous mix plant

of appropriate capacity, transporting and laying with self propelled paver with

electronic sensor device and compacting with vibratory roller of minimum 80-100 kN

statics weight to give desired compacted density and average compressive strength of

10 MPa at 7 days and curing with liquid curing compound or sprinkling water and

covering with moist hessian or ponding of water for 7 days including providing

construction joints, including all material, labour, machinery with all leads and lifts

55 Providing and laying Reinforced Cement Concrete of M-40 grade, in RCC (Trimix) Cum 2038.00 6485.21

Roads using cement content as per design mix, using coarse sand and graded stone

aggregate of upto 25mm nominal size in appropriate proportions as per approved &

specified design criteria, Providing dowels bars with sleeve wherever required, laying

at site, spreading and compacting mechanically by using needle and surface vibrators

, Flotter, levelling to required slope/camber, finishing ,finishing with required texture

including steel formwork with sturdy M.S. channel sections, curing, including

provision of , separation membrane, contraction/expansion, construction &

longitudinal joints by groove cutting machine, providing and filling joints with

approved joint filler and sealant primer, joint sealant, debonding strip, admixtures,

dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and

grades as per drawing complete etc. all as per Specification & direction of Engineer-

The rate is inclusive of finishing of top surface to the desired surface texture.The rate

is inclusive of Sawing / Forming the groove of required size as per drawing.

56 Providing and fixing guard stone as per IRC type design including white washing, etc. Nos. 100.00 350.80

complete including fixing in CC 1:5:10.

57 Supplying and fixing road sign board of MS Plates and angle iron including painting, Nos. 10.00 3072.99

lettering, etc. complete including excavation, etc. complete as per IRC type design -

Reflective Type.

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

58 Road marking with hot applied thermoplastic paints with reflectorising glass beads on Sqmt 1230.00 367.72

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beads as per IRC:35-2015.the finished

surface to be level , uniform and free from streaks and holes. Zebra patta/bump patta

lane /center line/edge line/cut patta.The white color marking should provide liminance

coefficinet on cemend road shall be min 130 mcd/m2/lux and asphalt road shall be

min 100mcd/m2/lux during the service life during the day time.the marking should

meet the performancecriteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section -15 of IRC 35-2015.warranty for retro

reflectivity shall be two year

59 Providing and fixing MS Anchor Plates of size 250 x 250 x 6 mm thick along with 4 Nos. 84.00 1212.00

Nos. of 20 mm dia., 600 mm lone GI "J" Type bolts with suitable size of GI

Nuts/washer with one coat of Red Oxide and two coats of Bituminous Black Paint

and fixing on Crash Barrier / Parapet including necessary erection, labour,

equipments, welding / drilling, grouting / fixing of plates as per specifications and as

directed by the engineer incharge.

60 Providing and laying Double Walled Corrugated Pipes (DWC) of Polyethene Rmt 2290.00 95.95

conforming to IS-14930-II of 90mm O.D. with fittings and necessary connecting

accessories of same material at required depth for laying cable into crash barrier etc.

complete as per specification and as directed by engineer incharge.

61 Providing and fixing Pre-Cast Rubber dye inter locking concrete Block 60 mm thick Sq.mt. 2888.00 706.93

with grade of concrete M-300 pnumatic compressed / Vibrated mechanically and as

per approved design confirming to IS 15658:2066 including 35mm sand layer for

levelling and filling the joint with sand in proper line and level as per guidelines of

IRC : SP 63-2018 etc. Complete.

62 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete Rmt 2080.00 374.92

block 30cm length,30cm height and 15cm thick of M250 grade concret as per

approved design and including excavation for fixing in proper line and level,filling the

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

63 Cat eye/Road stud/ RPM:Supplying of Twin Shanks Raised pavement markers made Nos. 657.00 326.23

of polycarbonate and ABS moulded body and reflective panels with micro prismatic

lens capable of providing total internal reflection of the light entering the lens face

and shall support a load of 13635kgs.tested in accrodance to ASTM D 4280 type H

and complying to specifications of category A of MORTH circular No

RW/NH/33023/10-97-DO lll Dt 11.06.1997. The height,width and length shall not

exceed 20 mm,130 mm and 130mm and with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be 35+/-5 degree. The strength of detachment

of the integrated cylindrical shanks,( of diameter not less than 19+/-2 mm and the

height not less than 30+/-2 mm) from the body is to be a minimum value of 500 kgf.

Fixing will be by drilling hole on the road for the shanks to go inside, without nails

and using epoxy based adhesive as per manufacturers recommendation and color of

the marker should be as per the IRC 35-2015 and as directed by engineer-in-charge.

64 Supplying and fixing the necessary sign boards as per site requirements and as

directed and approved by Engineer (Retro-reflective Type)

[A] Facility informatory Sign:-

Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm Nos 10.00 5906.48

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms

rectangular as per design of IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-

11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of

75 x 75 x 6mm /65NB Circular MS Pipe as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in

black and white bends. The details of symbol foreach board shall be as per

theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under

the supervision of engineer in charge. Awarranty for 10 years for the Retro reflective

sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective sheeting

[B] Cautionary Warning Sign:

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

Cautionary Warning Sign : Providing and fixing sign boards made out of 2mm Nos 10.00 5077.27

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long

stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with best quality

epoxy coatings in black and white bends. The details of symbol foreach board shall be

as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 10 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered shall be submitted

by Contractor. (A) Class - C Type - 11 Retro Reflective Sheeting

[C] Regulatory / Mandatory sign:

Regulatory / Mandatory sign : Providing and fixing sign boards made out of 2mm Nos 10.00 4618.73

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as

per design of IRC-67- 2012. Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats of best quality epoxy paint

;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with best quality epoxy coatings in black and

white bends. The details of symbol for each board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x

Cms. for each leg.including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro reflective sheeting from

original manufacturer & a certified copy of 3 year outdoor exposure test report from

third party test lab for the product offered shall be submitted by contractor. (A) Class-

C Type-11 Retro Reflective sheeting

[D] Flexible Median Marker

Flexible Median Marker : Providing and fixing of flexible median marker that are Nos 58.00 271.69

made of tough,high impact resistant,injection-molded,thermoplastic body with

property of flexibility to provide high durability.The dimension of flexible median

marker should not exceed 18.4 cm in height (including shank height),12.5cm in

width,0.65cm in thickness and shank depth shall be 3.4cm the body structure shall be

rounded at all its corners and edges.The plastic used for molding the flexible median

marker should survive impect load of 5kg continuously for 750 times at room

temperature.The logo of the manufacturer shall be embossed on either side of the

body in the injection molding process.The median marker shall have flame like

shaped body with,fluorescent yellow color retro-reflective sheeting of size not less

than 90 cm square,with fully reflective micro prismatic cube corners as its retro-

reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications

reflectivity values.The retro-reflective sheeting shall be one or both sides of the

flexible median marker and shall be edge protected with no exposed edges which will

prevent edge lifting, vandalism, sheeting damage, etc.The flexible median marker

shall be fixed by a combination of epoxy adhesive and grouting as recommended by

manufacturer and engineer in charge.

[E] Providing and Fixing of NJ Reflector made up of 2mm Aluminimum of size 100 x Nos 58.00 268.66

100mm duly pasted with Reflective shetting of Florescent yellow Type -11 Fixed to

the Bridge wall/ Parapet with Nails.

[F] Blinkers : Providing & fixing solar power road traffic flasher / blinker (24 hour Nos 4.00 12428.05

operations) having 300 mm round light source, cluster of high intensity ultra bright

LED visibility greater than 500mtr red or amber or as required. Flashing duty cycle

50% operation for 24 hours located 3.0mtr above the ground level on post of 80NB

MS Post, design in line with IS 7537-1974 specification of road traffic signals Solar

model 12V, 20WP/124, 40W, Battery 12V 60Ah/12 V 110 AH. Operating

temparature 0 to 50 C, Humidity 93% EH (NC) complete with Installation.

65 Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars

for Culverts carrying haevy traffic as per IS 458-1991 Specifications including setting

th pipes in C.M 1:2 watering and laying (to level or slopes) of class NP3 of following

internal diameters.

66 Brick work using common burnt clay conventional building bricks having crushing Cum 100.00 4245.09

strength not less than 50 kg/sq.cm in cement mortar 1:5 (1Cement : 5 fine sand) in

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

67 Providing 15 mm thick cement plaster in single coat for interior plastering upto floor Sqm 100.00 182.06

two level finished even and smooth in cement mortar 1:4 (1cement : 4sand) On fair

side brick/concrete wall.

68 Providing and placing in position 100 mm thick factory made machine batched & Nos 20.00 2637.94

machine mixed Precast RCC Rectangular Covers on drains of footpath of various

sizes, of M-25 grade cement concrete for RCC work, including cost of centering,

shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum

100mm c/c on both ways , neat cement punning on finished surface, properly encased

on all edges with 1.6 mm thick , 100 mm wide MS sheetduly painted over priming

coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos.

mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all

complete as per direction of Engineer-in-Charge.

69 Supplying & laying of Uni-Axial / Bi-axial extruded high modulus polypropylene Sqm 1100.00 253.51

geogrid conforming to MORT&H specification for base/sub-base reinforcement

having minimum tensile strength 30kN/m in the longitudinal and transverse direction,

with 10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the

longitudinal and transverse direction, junction efficiency not less than 95% and with

38mm X 38mm mesh opening.

70 Providing and laying chequered terrazo tiles 28mm thick with marble chips of sizes Sqm 1248.00 803.41

upto 6mm in treads of stairs and staircases in 12mm thick bed of lime mortar 1:1.5 (1-

Lime putty :1.5 coarse sand) or C.M. 1:6 jointed with neat cement slurry mixed with

pigment to match the shade of tiles including rubbing and polishing complete. (B)

Dark shades using ordinary cement

71 Provided and Construction Sewer manholes, Scraper manholes and unit house

connection chamber, as per the type design in brick masonry in C.M. 1:5 and inside

and outside 20 mm thick plastering in C.M 1:3 necessary 100 mm coping with

reinforcement in R.C.C. M200 fixing C.I. steps and fixing manhole frame and covers

(But exluding supply of manhole frame and Covers) over manholes and house

connection chambers and fixing Manhole covers (but excluding supplying of manhole

covers) over scraper manhole etc. complete, providing and fixing safety chain

wherever necessary as per the stipulations in the type design complete as per latest

(Excluding Excavation)

Scraper manhole type "S1" rectangular type for 600 mm dia to 1200 mm in sewer

pipes and for depth 2.5 m to 9.0 m.

a Scraper manhole type "S1" as above but upto 2.5 m depth. Nos 5.00 52842.19

72 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt Nos 42.00 3535.00

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of

CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 mm thick

cement plaster inside the catch pit in the proportion of CM (1:3) with out jali etc.

comp. as directed.

73 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & Nos 42.00 1913.95

100 mm thick circular cover, 35.00 MT load design, 100x2mm MS flat allround,

16mm ø plain round bar for lifting the cover & should be fitted with plastic cups.

Frame : 560 mm ø clear opening, outer size- 888x888x175 mm. On the upper

periphery of frame 25 x 3 mm wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 manhole cover & frame described as

74 CatchPit Jali Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear opening Set 42.00 1565.50

etc. comp.. As directed by engineer in charge. (Based on Central Store Rate)

TOTAL CARRIED OVER TO SUMMARY = ₹

Pankaj M Patel Consultants Pvt. Ltd., FOB AT APC CIRCLE, ANAND SCH. B

Item Qty. Total Rate AMOUNT Rs -

Item Description Unit

No. Estimated Rs - P P

Rupees Thirty Crore Fifty Lakh Eighteen Thousand Eight Hundred Twelve and Eighty Nine paise Only.

I/We am/are willing to carry out the work @ ______________ % above/below percent (Should be written

in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills.

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C, Date:11/05/2017 as

4. stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from the

rate of original item at the rate of input rate mentioned in all the tender.

5. The Contractor will have to submit the all required mix design at his own cost before execution as directed and to be approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found order.

Additinal Assistant Engineer Deputy Executive Engineer City Engineer

Karamsad-Anand Municipal Corporation, Karamsad-Anand Municipal Corporation, Karamsad-Anand Municipal Corporation,

Anand Anand Anand