Construction of C.C.Road and Sreet Light Work At Work at 48 kadva Patidar Society at Viramgam Nagarpalika, Viramgam.

Name of Work :- Construction of C.C.Road and Sreet Light Work At Work at 48 kadva

Patidar Society at Viramgam Nagarpalika, Viramgam.

Memorandum showing items works to be carried out :

Item QuantitiesE Item Of Work Tendered Unit Total Amount

Item QuantitiesE Item Of Work Tendered Unit Total Amount

No. stimated Rate according to

Qty. In Figure estimated

Box cutting the road surface to proper slope and camber for making a

base for road work including removing the excavated stuff and

1 0.00 depositing on the road side slope as directed upto 50 mts. Lead. Add 152.91 Cu.Mt

Lead for 2.00 K.M (101.91+49.49 = 151.40) Lead Page no Item code -

Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of

2 0.00 subgrade in layers at O.M.C. to required dry density including filling 169.44 Cu.Mt

the depression which occur during the process using power roller 8T to

10T.(E) From Borrow area

within 3.0KM. lead

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand :

Crushed stone aggregates 40 mm nominal size) and excluding cost of

reinforcement in reinforced concret for following grades, machined

batched & machine vibrated concrete using graded hard (black trap)

3 560.00 stone aggregate of 40mm nominal size obtained from quarry including 2830.46 Cu.Mt

mechanical mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer.., (A)

Foundation and plinth.

Providing and Laying cement concrete 1:1.5:3 (1 Cement :1.5 Course

sand :3 graded stone aggregate 20mm nominal size) for C.C. road and

curing. Finising the cement concrete road by trimix process inclusive of

labour charges for trimix , surfece floater, surface vibrator including

4 274.00 channeling and making grooves % rough finish to surface by providing 4714.07 Cu.Mt

expansion joints, construction joint and Contraction joint with fillings

of joints with asphalt filler as per direction by engineer incharge and as

per Specification

Providing and fixing pre-cast Rubber Dye inter locking concrete block

60mm thick with grade of concrete M300 pnumatic compressed by

mechanically pressed and as per approved design confirming to IS

5 0.00 15658:2006 including 35mm Sand layer for levelling and filling the 686.90 Sq.mt

joint with sand in proper line and level as per guidelines of IRC SP 63 -

2018 etc. complete.

Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick of

6 220.00 M200 grade concret as per approved design and including excavation 361.64 Rmt

for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary in

C.M 1:6 at top including cost of excavation refiting of frame & cover in

7 0.00 C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of Dismentaling 996.01 Nos

Material from site etc. Completed incl. all carting and providing of

materials which is required for the purpose (except frame and Cover)

Renovation of manhole by increasing the height at top including cost

of excavation, refitting of C. I. manhole frame and cover curing etc.

complete incl. all carting and providing of materials which is required

8 0.00 for the purpose (except manhole frame and cover) For all type 3407.74 Nos

manhole by providing RCC 1:2:4 Partition walls with required

reinforcement 25 cm thick and circular opening with 500mm clear dia

and 0.40 mt. av.

Supply of approved make 7 mtr Decorative GI Pole 3mm thickness,

pole 88.9mm Dia + 76mm Dia base plate 250 * 250 * 10mm 4-

Bolts and 500mm long with necessary G.I. Bolts having following

9 20.00 specification. The size of pole andtype of installation with 34340.00 NOS

foundation as per menufacturer detailsand site requirements Pole

Earthing & 1 mtr Double side armbracket & Top post heritage light

of Nos 2 100W Light.

providing and erecting Miniature circuit breaker single pole 6A to

25A 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 Cat III

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

multistrand Aluminium conductor for 1.1 KV. to be laid on wall

with necessary clamps or in existing trench / pipe of following size

(c) 4 core 10 Sq. Mm

Supplying and erecting Flexible PVC insulated multistrand

12 100.00 multicore 1.1 kv grade ISI marked copper wires of following size to 46.46 R.Mt

be erected as directed.

e) 1.50 Sq.mm 3 core round PVC sheathed

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

laying cable or locating the fault all over the run and backfilling the

same and making the surface as normal ground.

Drilling the road without breaking the road surface (Asphalt) for

laying of cable for feeding power supply by making up to following

size of holes at both ends complete.

(A) Up to 100 mm bore dia

15 400.00 (B) Up to 150 mm bore dia 616.10 R.Mt

Providing & laying. R.C.C. Hume pipe for cable to be laid 90 cms.

below ground across the road crossing or on floor with necessary

material in an approved manner and making the ground as per

(E)150 mm dia at road crossing

Providing & laying approved make Double walled corrugated pipes

(DWC) of polyethylene(conforming to IS 14930 II )with necessary

connecting accessories of same material at required depth for

laying of cable. below ground / road surface for enclosing cable

and back filling the same to make ground as per original.

MINI SECTION PILLAR

Supplying & erecting IP 55 grade following size section pillar

fabricated from joint less M.S. Sheet with angle iron legs made from

jointless M.S. Angle with cable clamps to be buried in ground to

have appropriate erection to work uniform until erected with

cement concrete foundation and 45 cm high bricks work finishing

with plaster etc. hinged double door internally supported on both

side,with internal and outside looking arrangement with look and

18 1.00 keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is 3595.60 NOS

welded and other with nut and bolt for erecting Bakelite sheet.

Painting the Section Pillar inside and out side with three tank

powder coated paint. section pillar roof should be without joint

with water leakage proof & tested as per IP 55 test & followed by IS

2147 of 1962 (B) 75 X 60 X 45 cm section pillar fabricated from

Gauge MS Sheet with angle iron legs 45 cm long made from 35 X

X 5 mm thick MS angle.

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

19 1.00 + 5%, 16A with, floating contacts Minimum switching setup time 1 3168.37 NOS

minimum & LCD display. Also comprised permanent ON/OFF

switching. Programming switches & housed in fire proof

thermoplastic enclosure & transparent cover erected as required

with necessary connection erected as directed.

Supplying & erecting power contactor for time switch complete

erected as per direction Cat III

[D] 4 pole 440V 40 Amp.

Approved make Four pole moulded case circuit breaker having

breaking capacity ICU of 35 KA. at 415 V. having normal current

rating up to 125A. with Fixed thermal & magnetic release suitable

to work on A.C.supply 50 c/s. with all internal connections &

complete erected in existing 16 G.M.S. housing. ICS=100% of ICU

22 35.00 Supplying and erecting nuwood 12 mm thick on existing angle iron 291.89 Sq.Mt

Supplying and erecting triple pole & neutral 440V / 500V panel

mounting Copper Busbars with four equal Nos. of electrolyte bus

having current density not more than 1.6 Amp. / sq.mm (Rated

23 1.00 current / cross section area) duly wrapped with colour insulating 1961.42 Nos

tape for phase sequence of following current carrying capacity,

erected with necessary bus bar supports /insulators, main cable

socket to each bar, erected in existing cubical panel with necessary

connections. (A) Suitable for 100 Amp. Capacity

Approved make Four pole moulded case circuit breaker having

breaking capacity ICU of 25 KA. at 415 V,having normal current

rating up to 25 A to 100A. with Fixed thermal & magnetic release

suitable to work on A.C. supply 50 c/s. with all internal connections

& complete erected in existing 16 G.M.S. housing. ICS=100% of ICU

only (Rating 63A) Cat III

Supplying & erecting in earthpit of minimum bore dia. 225mm size

approved make Safe Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot dipped

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 with

chamber and heavy duty cover (A)(approved make OEM has to

submit test certificate including value of earth resistance of

installation duly stamped and signed by agency and officer Incharge

25 1.00 has to ensure the value of earthing resistane mentioned in test 7095.25 NOS

Certificate) & having back filling compound of (B) Inner chemical

(CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC

62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should

be capable to retain moisture for long time Necessary test report

must be submitted by Agency. [B] For Electrical installation up to

11 KV located in other than normal soil i.e. Soft Rock, Marshy

-Length of Pipe : 2 mtr

-Back filling Compound :1 no. Bag of 25 Kg.

Estimated amount Estimated amount

Put to tender Rs …41486318.00 Put to tender Rs…4148318.00

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

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Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under this signature.

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Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

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Note : 4 To be continued on additional sheets, if found necessary.

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Viramgam Nagarpalika