Providing & Fixing Paver Block & Street lights on walk way of Tithal Beach up to Saibaba Temple side App road.Ta.Valsad Dist.Valsad

Name of work :-

Providing & Fixing Paver Block & Street lights on walk way of Tithal Beach up to Saibaba Temple side App

road.Ta.Valsad Dist.Valsad

Bill of Quantities

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Memorandum showing items of work to be carried out

Ite Quantity Unit Estimated Total Amount

Ite Quantity Unit Estimated Total Amount

No. Item of work In figure estimated

Rs. Ps. quantities

1 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 1560.0 Sqmt 686.90

block 60mm thick with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS

: 2006 including 35 mm Sand layer for levelling and filling the joint with

sand in proper line and level as per guidlines of IRC : SP 63-2018 etc.

2 Providing and casting in situ ordinary cement concreteM-200 14.00 Cum. 4249.93

forKerbs/Kerb blocks including formwork, curingand finishing complete.

3 Providing and laying gang saw cut 18 mm thick, mirror polished pre 180.00 Sqmt 1955.36

moulded and pre polished machine cut granite stone of required size and

shape of approved shade, colour and texture in footpath, flooring cut

granite stone of required size and shape of approved shade, colour and

texture in footpath, flooring in road side plazas and similar locations, laid

over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand)

including grouting the joints with white cement mixed with matching

pigment, epoxy touch ups etc. complete as per direction of Engineer-in-

4 20mm thick sand faced cement plaster on walls upto height 10 metres 360.00 Sqmt 300.66

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.

5 Finishing wall with weather proof exterior emulsion paint on wall surface 360.00 Sqmt 114.53

(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

6 Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 84.00 Mtr 46.46

kv grade ISI marked copper wires of following size to be erected as

directed.(e) 1.50 Sq.mm 3 core round PVC sheathed

7 providing and erecting Miniature circuit breaker single pole 0.5A to 2A 21.00 Nos 270.68

system and having breaking capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark Cat.III

8 Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B 1.00 Nos 638.32

curve) having 10KA breaking capacity & confirms to IS :8828 in existing

box having following capacity (b)40 Amp. Cat.III

9 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. 8.00 Kg 77.77

10 Providing and erecting Pipe type earthing having 150 cms.long and 2.5 5.00 Nos 368.65

cms. dia. galvanised iron pipe with coupling and buch buried in specially

prepared earth pit complete with necessary 8 SWG earth wire.

11 For using salt and charcoal / coke as required for pipe type earthing. 5.00 Nos 171.70

12 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable 1150.00 Mtr 140.39

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

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

cables (C) 4 core 10 Sq. mm

13 Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or 972.00 Mtr 432.28

required depth for laying any size of cable or locating the fault all over

the run and back filling the same and making the surface as normal

ground. (B) If additional machinery like hammer driller or JCB use [Add]

14 Supplying following size of Light duty “A” Class G.I . Pipe & erecting as 5.00 Mtr 300.98

directed by Engineer-in-charge. (B) 50 mm dia

15 Providing & laying approved make ISI marked HDPE 6Kg / cm2 (Class-3) 972.00 Mtr 108.07

as per IS:4984:1995 PE-80 to be erected at road crossing on or floor as

directed for laying of cable. The pipes as following size of dia & weight per

6 mtr. (A) 40 mm inner Dia.

16 Providing and, fixing heavy duty flange type brass cable gland with rubber 42.00 Nos 38.38

ring for PVC insulated armoured cable complete with out going tails,

insulating tape etc for following size of cables.(C) 2 to 4 core 10 Sq. mm

17 Solder less crimping type Aluminium lugs conforming to IS suitable for 168.00 Nos 13.13

cable of following size evenly crimped with high pressure tool &

connected to switchgear terminals with brass/cadmium plated nut bolts

in an approved manner. (B) 10 Sq.mm

18 SITC of Decorative Post Top luminaire 40 watt BIS certified of same model 21.00 Nos 41107.00

along with round shape and Top housing made of aluminium die cast and

spun aluminium ,Dia should be min 520 mm, along with a die cast

aluminium arm and total height should br min 370 mm. The luminaire

must have UV stabilized Polycarbonate protector providing high impact

resistant of not less than IK10. The body of fixture must have separate

control gear compartment and sealed optical compartment to achieve

IP66 grade protection and shall have provision of toolless access to

control gear for easy maintenance. The luminaire must be provided with

Vent for optical compartment for efficient pressure equalization. Each

LED shall be provided with a highly efficient lens for uniform photometric

distribution. The luminaire

Overall luminous efficiency must be suspended

of luminaire shall beinminimum

correlated colour temperature (CCT) of 4000K colour rendering index

(CRI)>70 and residual flux of 70% (L70) @ 50,000 hours. The luminaire

shall have the photometry achieved as per IS Standards. The luminaire

should be deigned for Electrical Class I and must operate at any voltage

from 120V to 270V, with Power Factor ≥ 0.95 and shall be provided with

internal surge protection of minimum 4 kV and external surge protection

of 10/10 kV (in both Common & Differential Modes). Luminaire is suitable

for operating temperature (Ta) from -10° to 40°C. The manufacturer must

have ISO 9001/14001/45001 and CE certification and the same shall be

attached alongwith tender submission. Kesslec VALE 40W

SITC of Supply of 4 Mtr height GI pu painted decorative pole having cast

iron decorative base and pipe dia of 114 mm OD & 1 mtr long with

decorative cast iron decorative reducer jointing with 76 mm OD straight

pipe (as per drawing). Pole shall be mounted on square steel base plate

250*250 *12 mm thickness suitable for mounting on 4 nos foundation

bolts. The Pole Shaft should be fabricated out of Steel tube of grade YST

240 and batch test reports for chemical and mechanical properties of

material should be submitted along with the bid. Structurally designed

base plate of Steel A36/A572-50 or equivalent should be welded with the

pole shaft. The spigot shall be of 60mm dia suitable for vertical mount

bracket installation. The welding shall be of high quality, carried out by

qualified welders using approved welding procedures and tested for its

quality through NDT method, such as DP Test. The pole shall be provided

with an opening at the bottom with removable cover for providing

connectors, MCB, etc. (to be supplied by others). Appropriate

reinforcement shall be provided to compensate for the loss of section at

this point to ensure overall structural stability of the pole under specified

operating conditions.

The pole shaft structure and bracket shall be hot dip galvanized through

single dip process as per ASTM A123 and minimum average coating shall

not be less than 65 microns. No mechanical operation, such as welding,

drilling, etc. should be carried out on the pole structure Complete pole

shall be treated with high quality primer and thereafter coated with

Marine grade Polyurethane paint. The painting shall be carried out by

experienced and trained technicians using proven and established

painting procedure. Only ‘controlled’ paint drying process shall be used to

ensure proper adhesion and finish of the paint. The decorative pole shall

be of ‘composite’ construction designed to withstand specified ‘dead

load’ pertaining to the luminaire and its mounting accessories and ‘wind

load’ corresponding to a IS 875 Part 3. The manufacturer must have ISO

9001/14001/45001 and CE certification and the same shall be attached

alongwith tender submission. Kesslec BOSTON Pole Kesslec BOSTON Pole

4M with bracket - BOSTON POLE 4M HOT DIP GALVANIZED MARINE

GRADE WITH POST TOP VALE 40W 4000K [Design of Pole, Bracket &

19 Providing 1:2:4 cement concrete foundation & 70 % PCC from bottom 21.00 Nos 809.01

including excavation for the pole of size 45 x 45 x 100 cm. Deep in below

ground level with plinth of 45 cm x 45 cm (or 45 cm dia x 45 cm) high

upper ground level with necessary curing and finishing in approved

( for 4 & 6 mtr pole)

20 Excavating hard rock or bituminous road (B.T.) by chiselling or using tool 10.50 Cu.M 659.93

and tackles for preparing pit for poles or earth plates or for laying pipes & tr.

clearing the site by removing debris & making site good. [10 % additional

for using machinery like driller as per SOR]

Rupees Thirty Two Lakh Twenty Five Thousand Two Hundred Two and Twenty Nine Paisa Only.

I/We am /are willing to carry out the work at…………% above/below percent (should be written in figures and words) at the estimated

rates mentioned above amount of my/your tender works out as under.

*Estimated Amount *Estimated Amount

put to Tender Rs. 3225202.29 put to Tender Rs.

Deduction …………….. % below………………… Add ………… % above Rs. …………….

1 The Contractor shall be exhibit board as per government circular No.BDG/3277/1657 N dated 26/01/1997 S (M.GUJ) with

detailed specification and details of work and amount Involved at site without any payment as directed by Engineer-In-Charge.

2 All work shall be carried out as per public work department hand book and other specifications of Division or as directed.

3 All columns in the Schedule should be filled in ink & the total of the entries in the last column should be struck by Contractor

under his sign.

4 Rates quoted include clearance of site (Prior commencement of work and its close) in all respects and hold good for work under

all condition, site, moisture/ weather etc.

5 The Boards stating the detailed specification & detailes of Work shal be provided by the contractor as per Government

Resolution T.No.1890-240- Dtd.18/11/1990 and directed by contractor at his own cost immediately on recommanding the work

6 Testing of Material Shall be done as per the statement attached with specification,The material IS Tested in GERI by Executive

Engineer Surat and Bill for the testing charges shall be paid by Executive Engineer,1% of the Amount put to Tender.

7 1% of the Construction Cost Shall be deducted from the bill Amount of the contract as per the Buildig and other Construction

works walfare cess at 1996(Labour and Employment Department Letter No CWA-2004-1831-M(3)Dated 9/12/2005 notification

Of Labour & Employment department dt.03/01/2005 & Labou & Employment Department Letter no GWA/2004-841M(B) Dt

8 In Case of RCC items Where there is a change in Grade of Mix or Change as per Actual Mix design the cost of difference of

Cement Difference shall be deducted from the rate of original item at the rate of star rate mentioned in the tender.

9 Contractor are advised to visit site before loading tender rate.

10 Necessary wiring point and drainage point are installed at Site however any modification in electrical installation and drainage &

water supply connection and minor correction to perform experienced in Lab shall be done by contractor at his risk and cost.

11 The Rates are inclusive of all the taxes (Excluding GST),Transport Charges,Octroi duty and storage Charges up to date.

12 The materials Covered for wiring should be got approved from the Engineer Incharge of the work.

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

14 GST will be paid extra as per Govt. amendment.

15 The Materials on the work shall have to be used and carried out as specified in technical note.

I/We hereby Declare that I/we have Visited the site and fully Exquisite myself/ourselves with the local situation regarding

(A) materials,Labour and other factors pertaininfg to work before submitting tender.

I/We hereby Declare that I/we have carefully Studied the condition of Contracts,Detailed Specification and other tender

Document of this work and agree to execute the same accordingly.

Deputy Executive Engineer

Valsad (R&B) Sub-Division

Signature of Bidder Valsad

Executive Engineer

Valsad (R&B) Division