Rajkot Kalavad Khatiya Lalpur Khambhaliya Khatiya Machhlivad Road CD No.2/1 & 14/2 (Pro. Gunitting, Jacketing, Wearing Coat and Misc. work).

Name of work :- Rajkot Kalwad Kathiya Lalpur Khambhaliya Khatiya Machlivad road K.M. C.D. No. 2/1 & 14/2

(Pro. Gunitting, Jacketing, Wearing coat and Misc work)

BILL OF QUANTITIES

(A) Percentage Rate Tender

Item Description of Item (With brief Specification and reference in book of Quantity Unit Rate in Amount

No. Specifications) Figures

1 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 119.25 Cum 523.28

including shoring strutting dewatering as necessary and disposing of the

excavated stuff as directed upto all lead and lift.

2 Clearing and grubbing road land including uprooting rank vegetation grass 0.41 Hect 86262.08

bushes, shrubs, sapling and trees girth upto 300mm removal of stumps of

trees cut earlier and disposal of unserviceable materials by manual means

in area of light Jungle

3 Removal of Existing Cement concrete wearing coat including its disposal 2015.00 Sqm 199.98

complere as per technical specification without causing any deterimental

effect to any part of the bridge structure and removal of dismantled material

with all lifts and lead upto 1000m thicknes 75mm

4 Dismantling of existing structures like parapet wall, RCC Railing retaining 58.50 Cum 940.31

walls and other structure comprising of masonry, cement concrete wood

work, steel work, including T & P and scaffolding wherever necessary

sorting the dismantled material, disposal of unserviceable material and

stacking the serviceable material with all lifts and lead of 1000 metres

5 Providing and laying ordinary cement concrete wearing coat M-30 grade 146.25 Cum 11790.74

including reinforcement complete as per drawing and technical

6 Providing parapet of ordinary cement concrete M-200 as per detailed 300.00 Rmt 1198.54

drawings with necessary reinforcement including shuttering, laying vibrating

and finishing to line and level complete. Cast in situ

7 Jacketing Providing and casting in situ ordinary concrete M-20 mix for 446.25 Sqm 2609.84

23cm thick jacketing consisting 16mm dia 200mm c/c vertical

reinforcement, 12mm dia @ 200mm c/c horizontal reinforcement & 500mm

c/c horizontal support bar & 400mm c/c vertical support bar drilled inside

pier, complete including drilling holes in the pier, providing steel bars for

connecing existing pier to jacketing and filling the holes with rich mortar

including shuttering, scaffolding wherever necessary laying, vibrating curing

and finishing etc. comp.

8 Guniting concrete surface with cement mortar applied with compressor 990.00 Sqm 775.68

after cleaning surface and spraying with epoxy complete as per Technical

9 Cat Eye/Road Stud/RPM: Supplying Raised pavement markers made of 180.00 Nos 217.40

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

13653 Kgs. tested in accordance to ASTMD 4280 Type H and complying to

Specifications of Category A of MORTH Cicular No.W/NH/33023/10-97 D

DO-III Dt. 11-06-1997. The height, width and length shall not exceed

20mm, 130mm and 130mm and with minimum reflective area of 13 sqcm

on each side and the slope to the base shall be 35+/-5 Degree

10 Road marking with hot applied thermoplastic paints with reflectorizing glass 42.00 Sqm 367.72

beads on bituminous surface providing and laying a hot applied

thermoplastic compound 2.5mm thick including reflectorizing 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/centre line/edge line/cut patta. The white colour marking should

provide luminance coefficient on cement road shall be min 130 med*m2/lux

and asphalt road shall be min 100 mcd/mu/lux during the service life during

11 Cautionary Warning Sign: Providing and fixing Sign boards made out of 4.00 Nos 5077.27

2mm aluminium sheet/4mm ACP (Aluminium composite panel): Size

90x90x90 cms. equilateral triangle as per design of IRC-67-2012.

Pretreated with phosphating process & acid etching: coated with one coat

of epoxy primer and two coats of best quality epoxy paint reflectorized with

Micro prismatic Grade retro reflective sheeting type-11 as per ASTM D-

4956 and latest M.O.S.T. specifications:3.6 Mtr long stand post of

75x75x6mm /65 NB Circular MS pipe as required and frame fabricated

from suitable size iron angle of 35x35x3mm : painted with best quality

epoxy coatings in black and white beads. The details of symbol foreach

board shall be as per the instruction of Engineer in Charge.

12 Type-A "W": Metal beam Crash Barrier (Providing and erecting "W" Metal 100.00 Mtr. 3468.34

beam crach barrier comprising of 3mm thick corrugated sheet metal beam

rail, 70cm above road/ground level, fixed on ISMC series channel vertical

post, 150x75x5mm spaced 2m centre to centre, 1.8m high 1.1m below

ground/road level, all steel parts and fitments to be galvanised by hot dip

process, all fittings to conform to IS:1367 and IS:1364 metal beam rail to

be fixed on the vertical post with a spacer of channel section 150x75x5mm,

330mm long complete as per clause

I/We am/are willing to carry out the work at _______________% above/below Percent

(Should be Written in Figures & Words) of the estimated rates 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

Deputy Executive Engineer Executive Engineer

Jamnagar (R&B) Sub-Division Jamnagar (R&B) Division

Jamnagar. Jamnagar.

1 The Contractor shall exhibit a board with detailed specification and details of work as per 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

4 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 nix

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 Testing of materials shall be as per statement attached for quantity control. with specification, the materials shall be tested in

GERI for testing charges shall be paid by Executive Engineer, and of amount put to tender after deduction the cost of

materials as per Schedule-'A' shall be recovered from contractor in Running bill as per G.R. of R&B Deptt. No. TNC/1085-4-6,

6 The Contractor shall be state even "NIL" precent of no reduction as offered.

7 One percent of Contract value. for this work shall be recovered from the contract payment as " Labour cess" in terms of the

Gujarat Government Gazette extra ordinary Dated 12-12-2004 implementation of building & other construction worker's

(Regulation of Employment and condition of service Act, 1996)

8 For R.C.C. Item where there is change of grade mix or charge as per actual mix design the difference of cement consumption

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

9 GST Will be paid extra as per Govt. Emendment.

Deputy Executive Engineer Executive Engineer

Jamnagar (R&B) Sub-Division Jamnagar (R&B) Division

Jamnagar. Jamnagar.