Moti Gop Zinavari Ishvariya Vanana Nandana Dhrafa Road Km.0/0 to 28/60 (Pro. Gunitting, Jacketing Grouting and Floor Protection work and Misc. work at Various Structure, Dist.Jamnagar)

Name of work :- Motigop Zinavari Ishvariya Vanana Nandana Dhrafa Road km 0/0 to 28/600 (Pro. Guniting, Jacketing, Grouting

and floor protection work & Misc Work at Various Structure 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 0.10 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 373.00 Cum 259.93

of useful materials and disposing off the excavated stuff upto all lead.

Dense or Hard soil

3 Providing and filling in foundation with ordinary Cement concrete M-100 106.00 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 1.78 M.T. 73858.69

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

the following.R.C.C. Returns

5 Providing and casting in situ Ordinary concrete M.20 mix for 23 cm thick 608.00 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 & 620.00 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

7 Strengthening and Repairing to masonary and concrete structure of 759.00 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 590.00 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 75.00 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 Gunitting the existing masonary / RCC structure of bridge by providing & 737.00 Sqm 1636.76

fixing 50mm x 50mm, 3mm thick GI weld mesh fixing with 6mm and 40mm

thick cement mortar 1:3 ( 1 cement : 3 - Sand ) the wall finish including

scraping out old plaster / RCC drilling to hole to masonary / RCC up to

200 to 250mm deep providing in grouting 6mm thick bar with shrink

grouting etc. complete for all height.

11 Supplying & stacking & spreading the stacked soft murrum on quarry site 324.00 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 243.00 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 532.00 Cum 4308.66

providing necessary pin headers including shuttering, scaffolding, laying,

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

14 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 144.00 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,

1.1 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

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.