Rajkot Kalavad Khatiya Lalpur Khambhaliya ROoad Sec.-2 Lalpur to Mota Khadba Km.0/0 to 12/0 (Pro. Gunitting, Jacketing Grouting and Floor Protection work and Misc. work at Structure Ch.7/0-2 & CH.10/2-4, Dist.Jamnagar)

Name of work :- Rajkot kalavad khatiya lapur khambhaliya road section-2 Lalpur to Mota Khadba km 0/0 to 12/00 (Pro. Guniting,

Jacketing, Grouting and floor protection work & Misc Work at Structure ch. 7/0-2 & Ch. 10/2-4 Dist. Jamnagar)

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 Clearing and grubbing road land including uprooting rank vegetation grass 0.08 Hect, 28455.09

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

trees cut earlier and disposal of unserviceable materials By mechanical

means in area of light jungle

2 Excavation for foundation upto all depth including sorting out and stacking 324.00 Cum 259.93

of useful materials and disposing off the excavated stuff upto 50 Meter

lead. Dense or Hard soil

3 Providing and filling in foundation with ordinary Cement concrete M-100 46.00 Cum 3362.25

mix and providing necessary vertical pin headers including formwork,

vibrating, ramming and curing complete.

4 Providing and laying in position FE 500D TMT bar reinforcement including 0.97 M.T. 73858.69

cutting, bending, hooking and tying complete as per detailed drawings for

the following.(C) R.C.C. Returns

5 Providing and casting in situ Ordinary concrete M.20 mix for 23 cm thick 162.00 Cum 2609.84

jacketing consisting 16 mm dia 200mm c/c vertical reinforcement , 12 mm

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

Suppport bar & 400 mm c/c vertical support bar drilled inside pier complete

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

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

shuttering, scaffolding wherever necessary, laying, vibrating curing and

finishing etc.complete

6 Providing and inserting nipples of internal diameter 15mm minimum & 240.00 No 502.98

lenth 150 mm minimum with approved fixing compound in drilling holes

minimum 20 mm dia & depth 150mm & for grouting, as per Technical

specifications including subsequent cutting/removal and sealing of the hole

as necessary of nipples after completion of grouting with Cement/Epoxy

7 Strengthening and Repairing to masonary and concrete structure of 214.00 Kg. 794.87

Bridges, pier, slab, etc. by Epoxy Grouting by injecting neat Epoxy Material

in ratio 1:0.50 ( 1 Resin 0.50 hardener by Weight) under pressure 3 to

kg/ cm2 . The Rate including all Material,labours,Machinary, equipments

and Scaffolding Upto 5 Mt Height. Epoxy Grout by injection through

nipples complete as per clause 2803 as per clause 2803.1.

8 Strengthening and Repairing to masonary structure of Bridges, pier,Wing 140.00 Kg. 674.68

wall ,slab, etc. by by Sealing of cracks / porous concrete by injection

process through Cement Grouting as per Technical Specification.The Rate

including all Material,labours,Machinary, equipments and Scaffolding Upto

5 Mt Height. cement mortar grouting.

9 Repairing & covering of patches & open steel in bridges component liks 53.00 Sqm 436.32

slab, pier etc with epoxy mortar (1:0.5:6 )Epoxy Material In Proportion (

Kg Rresin. 0.50 Kg Hardner, 6 Kg Silica Powder )

10 Guniting concrete surface with cement mortar applied with compressor 351.00 Sqm 775.68

after cleaning surface and spraying with epoxy complete as per Technical

11 Supplying & stacking & spreading the stacked soft murrum on quarry site 180.00 Cum 345.42

incl. loading unloading, stacking, spreading as directed etc. comp. upto all

12 Providing panel wall for dry stone pitching in uncourased rubble masonary 64.80 Cum 2687.94

with had stone of approved quality in cement. mortar 1.5 including curing

13 Providing & casting in situ ordinary cement concrete M-200 mix and 266.00 Cum 4308.66

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves.(A) Height from

14 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 120.00 Rmt 3468.34

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

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

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,

m 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 150 x

75 x 5 mm, 330 mm long complete as per clause 811)

15 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm 4.00 Nos 3666.30

aluminium sheet / 3mm ACP (Aluminum composite Panel); size 90x30

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; 1.8mtr 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 bestquality 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

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

16 Rust Removal & Steel Protection Cleaning as directed & specified all 106.00 Rmt 553.88

corrosion / rust / scales from einforcement bars using rust remover

Reebaklens RR of Fosroc make or Rust clean of BASF or equivalent of

leaving to dry for 30 mins & washing surface with fresh water as required to

exposed reinforcement bars complete as specified also providing &

applying inhibition coats/system to exposed reinforcement bars after drying

& also new bars after cleaning & removing scales and rust completely as

specified. Two component inhibitor Concresive ZRI equivalent material of

BASF make as approved by engineer shall be used as per manufacturers

specification n two coats including all labor tools tackles, necessary surface

preparation & necessary protection after & during Repair work.

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

Jamjodhpur. (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

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

Jamnagar. Jamnagar.