Civil Work

Item No. Description of Item Quantity Unit Amount

1 Portable Barricade in Construction Zone (Installation 401 Nos 3952.13

of a steel portable barricade with horizontal rail 300 mm

wide, 2.5 m in length fitted on a 'A' frame made with 45 x

45 x 5 mm angle iron section, 1.5 m in height, horizontal

rail painted (2 coats) with yellow and white stripes,

mm in width at an angle of 450, 'A' frame painted with

coats of yellow paint, complete as per IRC:SP:55-2001 )

2 Dismantling the existing structure like Footpath, kerb

and other structure comprising of masonry, cement

concrete, steelwork, including removing, distempering

and stacking the dismentelled materials as and where

directed with all lifts and leads and as directed by

engineer in charge.

i.) RCC 50 Cum 908.20

ii.) Unreinforced Concrete 50 Cum 631.25

iii.) Rubble Masonry 50 Cum 399.49

3 Providing flood gauge marks on substructure as per 60 Rmt 159.14

design including painting complete.

4 Providing and fixing 1.20 Metre high fencing with 2.0 1955 Rmt 391.93

Metre long M.S. Angle posts 40mm x 40 mm x6 mm and

oil painting 3 coats fixed at 2.5 Mt,C/c. with five

Horizontan lines and two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per 100 Metre, strained

and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

5 Providing and applying anti carbonation, anti fading, 8300.00 Sqm 118.20

mold resistant, heat insulating, and 100% acrylic

breathable decorative external waterproof coating of

approved shade having Viscosity @ Room Temperature

by Ford cup No. B-4 (dilute 2 parts of product with I part

of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp.

Gravity @ Room Temperature 1.30+0.1, tested for

carbon dioxide diffusion resistance properties for coating

materials and coating systems for exterior masonry and

concrete as per DIN EN 1062-6 (2002-2010) by a NBA

Grade "A" accredited institution.- For outer face of crash

Item No. Description of Item Quantity Unit Amount

6 Conducting static load testing of a span on river bridge 1000 M.T. 6329.07

using suitable test vehicles to provide a total load of

MT including arrangement of loaded trucks, ballast,

positioning of vehicles on bridge deck as per approved

loading scheme, installation of dial gauges and surveying

instruments for measurement of deflection, and recording

of readings during loading and unloading stages. The

work shall include boat arrangement for underside

inspection of the bridge, deployment of technical

personnel, safety arrangements, data recording, analysis

of results, and submission of a detailed load test report.

The testing shall be carried out in accordance with the

guidelines of Indian Roads Congress and relevant

provisions complete in all respects with all

machinaries,equipment, manpower, etc. as directed by

the Engineer-in-Charge.

7 Providing and laying precast RCC footpath slab in 2935 Sqm 1100.81

controlled cement concrete of M20 grade (7.0 cm

thickness including necessary reinforcement and

providing and setting cement chequerd tiles in C.M. 1:5

as per drawing including necessary formwork, curing and

finishing complete.

8 Replacement of Expansion Joint : Dismantling the 75 Rmt 17079.10

Existing Expansion Joint by Pneumatic Breaker without

damaging to the existing reinforcement and removal by

cutting with Gas Cutter and Breaking of Concrete up to

0.5 m on both side of joint by Mechanical means

including Disposal of malba/debris and Fixing of New

Strip Seal Expansion Joint as per drawing including

necessary welding, rebaring, fixing of Shuttering &

centring and Providing, laying, mixing, vibrating, curing

and roughening the surfaces of reinforced cement

concrete (with ordinary Portland cement @ 500 kg/m ^3)

of grade 53 to required levels and shape at all heights and

depth using 20 mm max to 6 mm size graded aggregate

as specified and directed in repair of expansion joints etc.

with Ready Mixed(Automatic batch mix Plant) of M-50

grade (25Mpa minimum 1 day.)rapid hardening type

concrete and self - flowable properties with minimum

flow of 450 mm at the time of pouring with bonding coat

between old and new concrete curing complete as per the

direction of the Engineer-in-Charge.

9 Shear Connectors:-

Drilling holes into existing concrete substrate for

anchoring of new rebars with 10mm dia shear connectors

at 0.5m c/c or as per drawing and for additional rebar

provision in repair area and fixing with chemical anchor

Lokfix of Fosroc make / Masterflow 935 of BASF make /

Hilti Hy200 / Fischer. Drilling hole diameter:4mm larger

to rebar dia Drilling depth: min. 10 times the rebar dia.

including cleaning, cutting, fabricating, chemical, tools

tackles etc complete as directed by EIC.

10mm dia 50 Nos 265.63

12mm dia 50 Nos 303.00

16mm dia 50 Nos 409.05

Item No. Description of Item Quantity Unit Amount

10 Road Marking with Hot Applied Thermoplastic 500 Sqm 431.27

Compound with Reflectorising Glass Beads on

Bituminous Surface (Providing and laying of hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is exclusive of surface applied glass

beads as per IRC:35 .The finished surface to be level,

uniform and free from streaks and holes.)

11 Cat Eye / Road Stud / RPM: Supplying Raised 405 Nos 326.23

Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with Micro prismatic

lens (No Glass bead lens) capable of providing total

internal reflection of the light entering the lens face and

shall support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications

of Category A of MORTH Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The

height, width and length shall not exceed 20 mm,

mm and 130 mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall be

+/- 5 degree. The body of the marker should having

finger grip for easy and accurate placement and

application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The

color of the marker should be as per the IRC 35-2015

and as directed by Engineer-in-charge

12 Providing, fabricating and fixing in position structural 660 kg 131.15

steel work for inspection Gallary ( Confirming to IS

4923-1997) riveted, bolted or welded in builtup or other

elements from Structural steel sections such as ISMB,

ISMC, ISHB, any rolled section, hollow section, any type

of plate, etc., in framed work, including cutting, hoisting,

fixing in position and applying a priming coat of

approved steel primer all complete as per the structural

designs and directions of Engineer in charge. The rate to

be inclusive of all charges such as loading, unloading,

transporting, cost of fabrication, erection, all accessories

to be used for connection, anticorrosive primer and paint

of approved make/shade and cleaning works, inclusive of

13 Providing and fixing of retro- reflectorised cautionary, 5 Nos 6718.20

mandatory and informatory sign as per IRC :67 made

of class C type XI retro reflective sheeting fixed over

2mm thick aluminium sheeting vide clause 801.3,

3mm/4mm thick Aluminium composite material sheet

depending on the size of the sign fixed over back support

frame of min 25x25x3mm Angle mounted on a mild steel

circular pipe 65 NB ,3.2 mm thickness firmly fixed to the

ground by means of properly designed foundation with

M25 grade cement concrete 45 cm x 45 cm x 60 cm,

cm below ground level as per approved drawing. The

sign shall be maintained as section 12 of IRC

Item No. Description of Item Quantity Unit Amount

14 Painting Two Coats on New Concrete Surfaces (Painting 4695 Sqm 92.92

two coats after filling the surface with synthetic enamel

paint in all shades on new plastered concrete surfaces) -

For inner face of crash barrier and Kerb

Total Amount Put to Tender ₹

Total Amount Put to Tender ₹

I/We am/are willing to carry out the work at…………………. % 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

In words In words

(* Please strike out whichever is not applicable)

1 All work shall be carried out as per public works Department Handbook and other specifications of Division or as

directed. No Extra payment shall be made.

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 his signature.

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

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

4 GST & Income Tax TDS will be deducted at a source while making payments of bills.

5 The Labour Cess shall have to be deducted from payable bill as per prevailing Rules i.e. 1% of the work done.

6 For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH / 102008 /

61 / S, Dt. 27/11/2008 attached with tender papers.

7 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 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.

Signature of Contractor

Deputy Executive Engineer, Executive Engineer,

R & B Sub Division, District R & B Division,

Dabhoi Vadodara